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Permit 1049 Little Cypress Key (vault) JOS ADDS E �f� •�%�k?�1�?Gd z_ P-ROPE=® f ^ C2 L ��IJTFI.EPff®NL'' -`)�7- v r_ PErNU ? /9� 0 DA z "-316 d BVSPEMONS.• FOOTEVG TIE BEAM NAILING/SQA-=G FRA JdTVGICflVE R UP NSULA.T70N FLVAL BUILDING CF-2?T3'FIC4=OF OCCZ Ai CY INSPE=®N,.S BOUGH, 3IFcuAAy AL PE A iMPEC170A S BOUGH FLVAL PLU31BLIG PEAVAI3"# LV,SPEC". 7ONS ROUGH/UNDER SLAB T OPOCT WATEIt/SEVER FINAL NOTES. ADDRESS /D i'you BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB _ FRAMING COVER-UP '2- --2- INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # // 2 eS V INSPECTIONS ROUGH -2-- G - � FINAL T` 0- `V� MECHANICAL PERMIT # PLUMBING PERMIT NOTES: /CITY OF Office of Building Official // REQUEST FOR INSPECTION Date 4� L �Q Permit No. / Time A. Received Job Addresl Locality Owner's �, /�� Name ``�`j-� Contractor -Z �'? - BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ ooting Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab /E Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab _ READY FOR INSPECTION � �► Mon. Tues. Wed. Thurs. /)'I Friday -P-M. A.M. Inspection Ma �� C P.M. Inspector Final Inspection El Certificate of Occupancy ❑ Date ,,rr�� CITY OFy, J rit4C BeacA Office of Building Official REQUEST FOR INSPECTION Date �✓ �..� Permit No. Time A Received _ .. _ ,?4 �A Job Address orality Owner's i' Nam Contractor BUILDIN _ CONCRETEEtEt,fRt+ ! PLUMBING MECHANICAL raming ❑ Footing ❑ Rough ❑ Air Gond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION CAjM.Mon. Tues. Wed. Thurs. Friday _ A.M. -- Inspectio ade Inspector Final Inspection f' ncy Date //�� ,,_� /CITY OF fYKt�C !3 t�fE"ldQ Office of Bu Idin Official REQUEST FO SPECTfO } ' Date- Permit No. Time A.M. Received PM_ Job Addre s Locality Owner's 0 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Fra ❑ Footing g G Rough Air Cond.& G Re Roofing 0 Slab F, Temp Pole Ej Top Out 0 Heating Insulation El Lintel Q Final 1�' Sewer 111 Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed_ Thurs. Friday A.M. _ Inspection ' _ P M Inspector Final Inspection i� c y ��' '` Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 - P—M T- RMATiO ,__: x stiff ,: ATXO cEVR1NFA�T O Permit Number: 19631 Address: 1049 LITTLE.CYPRESS KEY Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMODEL Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):120 Block: Section:0 Square Feet: Subdivision: SELVA LAKES Est Value: Parcel Number: Improv. Cost: 8,700.00 ., Date Issued: 2/23/2000 Name: ED & BARBARA WEISS Total Fees: 82.50 Address: 1049 LITTLE CYPRESS KEY Amount Paid: 82.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/23/2000 Phone: (904)731-5580 Work Desc: PATIO ROOM ENCLOSURE SUNTASTIC INC. PERMIT 82.50 4 FOOTING FRAMING COVER UP INSULATION FINAL BUILDING NOTICE.-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $82.56 14 - 2/24/88 81 Receipt: 883731441 ATLANTIC BEACH B ILDING Date:PT. Date: Notice of Commencement ole 929 Page 114 1294 • State of Florida County of ADl.�►� The undersigned hereby informs all concerned that improvements will be oc# 040021277 C C6 made to certain real property,and in accordance with Section 713-13 of 0g°e: 294 the Florida Statutes (Revised 10-1-96), the following information is Filed 8 Recorded (� provided: 01/28/00 08:43:31 AN �- / HENRY W COOK Legal Description ofProperty. 1,.OFI,;, ' ��irC CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND $ 1.00 / +r,�, : &/h/z, I'a-4,J `/Vi-r RECORDING S 5.00 General Descriptio of I 013 voenieats: /, /711 A ,-iw � 1 Owner's Name: Y=r�u�c 11Ie/J;J Address: /e yet 1- "We 6 y*eAJ11rC y city: 7i �c,, c-4 /q Trpcode: 3Y1-.33 Owner's Interest in Property: Fee Simple Title holder(if other than Owner): Name: Address: Contractor: .�u N f dj,� �'i c.; zA"n, Pr-p n 9776 SF_ACtiLvd, —1�" T/�CKSt�NV'i�L��, bi�o Telephone:(904)9 9 (D I(D I(o Fax: (904) q 9(o- Surety: � Not Applicable Lender's Name and Address: Not Applicable Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name: Address: Telephone:(_) Fax In addition to himself owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes: Name: Address" Telephone: ( ) Fax(_) Unless otherwise noted in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the date of recording: Owner's Name Signature: �tiA MICHAEL KAUFMAN :.; :r MY COMMISSION#CC 8�fi�t�9,.9 ', •. a EXPIRES:August 9,2003"o o and subscribed before me this � day f eC 2 _ 199 � l Bonded Thru Notary Public Underwriters Notary Public: �-� Ibis document prepared by: 01 R E CE I /El , CITY OF ATLANTIC BEACH r`�"a � 2000 PERMIT APPLICATION REMODEL, ADDITIONS, OR AL ONS MOVING,DEMOLITIONS City of Atlantic Beach Rtulldln$ and Zoning Owner (s) : Address: JJ y Phone: Lot # /,-)C Block or Unit # Subdivision: Jc24,,L� G 's Contractor: A\-!e, State License # S Ccc Address: �/ ) �jc'�.c�LC ,<�f� � Phone No: y�6 City JAA State _ Lode Describe work to be done: 1,¢T c Ls�" L/L,"leit" c Present use of building: Valuation of Proposed Construction: Proposed use: :s this an addition? CEJ if yes, what are the dimensions 37 space: f ft. X /� ft. Will the added area be he=ted and cooled? New electrical (or increase) ? New plumbing fixtures? /LO New fireplace? �New Heat/AC? SUBMIT =UX (C04RCIA.L) TWO (RESIDENTIAL) COIWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CCMENCII4ENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Date: _`4�- Y/ V Sworn to and subscribed before me this dayofd? 19d T ' LARGE .5 h,r- KAUFMAN MY COMMI ION#CC 861599 = EXPIR :August 9,2003 ' Bonded Thru Notary Public Underwriters CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �( °/ tF /�fZF S.1 = t SuAi 266111 Date Heated Square Footage >>I @ $ per sq ft = $ Garage/Shed U @ $ per sq ft = S Carport/Porch v @ $ per sq ft = $ Deck @ $ per sq ft = S i Patio �� @ $ per sq ft = S TOTAL VALUATION : S U 76o co To�q �,V luation 1st Remaining Value $ �' per thousand or portion thereof TOTAL BUILDING FEE $ ss - + 1/ 2 Filing Fee $ 2 7- �7 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S ( ) RADON (HRS) . 0050 $ SECTION.. H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ 'k)--�,-G ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : MAP SHOWING BOUNDARY SURVEY OF LOT /�'4 BLOCK AS SHOWN ONAP M OF l VW ��'s uivrr r"�e4 AS WOROW IN PIAT BOOK J�f _ PAGESIkeg-40'd OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. 1 FOR: ;&A ` SOA%s ElVrE/?PRrSEs. NOTE: W.6RINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT T lE RT/ NS ARF sf/a�tlN t�ruS' <i1.G4J ANOREfFQ T4_iV4T�ClrvaL GFDD6Ti� YERIi['A! Js1/uMOF /9Z9 cEl�ri�i�0 rQ: �ow�+Ro � t3�GRBARA we/55 NAVY Feo-"W,44 cck'ED)r amlo v &4creoPo[/r•8N rlrzo 4 GUA.egvrY co. Sr�r/AKr Tire G�I�iRAh(N co, P.�R7 0�' SECTio.v;7,' 'I��r,� rs! ! , �pNrafl .�'A�vGE 29 fosT y t , 'J �a N l R �' X11 Q• •'�•.•' u,�s�ll fit'` • - ! `�,w I Jill OWr A�i,� �` Q 1040 f 3 /?S Q (� 0 o (/t,i�I �' c 1 Ln v0.Q J 41 _ _ •fir•, t',; .'n• A � -QQ <<. (k ! � , .,,.vim. .y .,�. ,. ... �p / ��' /9•�llW J .�, .`+.� \ X99 -W`/Stop. 40 1r� '• r, 9a� I + „N c Jr .4 R6 „g1''/f'ic411vA1 .see✓wY 6•2l. 9G ' /°YJyGOL .8tlrtIfitFY 3-2/-9G A�cTi'••sst/�.�,�/-X^cur lvorEoi � �au,vo .�sc ativf.Q laol•!r'. � � ACIt O ELttlVG / . 4. 9.6' .Jo'r�: fvuva .vtc �.v,,,vs. NPNOY CfATIIY THAT IRIS Su+IVEY, PERFORMED UNDER MY RESPONSINT E DIRECTION, MEETS THE MINIMUM L�G�1`Jp7 T60*40AL OTANOAW,§FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 81017,4,FLA.ADMINISTRATIVE CQDE 14POYOSLAAMT TO"CTION 471.027,FLORIDA STATUY"),AND FURTHER CERTIFY THAT THERE ARE NO VISIULE ENCROACH- MUM NCROACH MP.M`UPON THE Itlp•M+CT PAOPEATY EXCEPT AS SHOWN ON TUTS ,SURVEY. f•I1�1� 11f�iF� hik LOT WIOWN HLOCON IS IN FLOOD •�, �pMr,„� 11118 IOf1E A$. &"OWN ON TIA FLOOD INSURANI:E RATE CARSON mw ASSOCIATES, INC. � c+l�irw�•� i «IAr. C9k1 WfV AAftL W IaWI10 ul/U! D DATED 4•.!y dV 1Ha MALpO AVL.•MGIWNVM.IE, KA aWlAM • YAM• er 1 � G1I. fI1�GM�MT'ANOI ',e� weer a I t� F.T. fQMIT•.,- sit f. ; f�'„ za• TFalE�1 suRvf WR ND JJG/, FSA F&G. :a,�,oI pt.{..L . 41110-tie 4. .1iu 046. POW 41F as" FICLM %OOK S.4 w. 7,0' DEPARTMENT OF PUBLIC WORKS Building and Zoning Inspection Division 0 o e ��CKSONV�� HOMEOWNER ENCLOSURE AFFIDAVIT The purpose of this document is to make you awhre of any limitations in the enclosure that is being permitted. Y)Te A: An enclosure with glass windows, insulated walls, with or without heat/air conditioning is considered an addition by the code. This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. Type B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements. If you are installing a Type B enclosure, it may be difficult to later retrofit to Type A. I nt' C'r9 b—) �`J-i' have read the above, and am aware I am installing a Type ,/homeowner) AB (check one)enclosure. Signature 2 - (homeowner) _ (Date) (Notary) E MICHAEL KAUFMAN MY COMMISSION#CC 861599 EXPIRES:August 9,2003 My Commission Expires: � Bonded fire Notary Public Underwriters ii AREA CODE 904!630-1100/220 E. BAY STREET/JACKSONVILLE, FLORIDA 32202.3401 y Rt WEISS RESIDENCE HVAC LOAD ANALYSIS city of Atianric Bea uudinp and nch Hing for Michael Kaufman Suntastic Inc. A"P'PR0V ri� TIC VOF�iNGNOFFIC RHRMUNA VAC. TIL, HVAC LOAD Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 02-18-00 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 2 Project Summary Project: Weiss Residence Company: Ocean State Heating &Air Conditioning Client: Michael Kaufman Representative: Jeri Boxx Address: Suntastic Inc. Address: 1476 Atlantic Boulevard City: City: Neptune Beach, FL 32266 Phone: 219-8008 Cell Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Weiss Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 1,915 CFM per square foot: 1.152 Square feet of room area: 1,663 Square feet per ton: 364.991 Building Loads Total heating required with outside air: 41,160 Btuh 41.160 MBH Total sensible gain: 42,100 Btuh 91 % Total latent gain: 3,934 Btuh 9 % Total cooling required with outside air: 46,034 Btuh 3.836 Tons (based on sensible + latent) 4.556 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 2C Window Single Pane &Storm Clear Glass Metal 185 5,410 0 12,133 12,133 3C Window Double Pane Clear Glass Metal Frame 202 6,592 0 9,822 9,822 9C French Door Single Clear Glass Metal Frame 48 2,614 0 4,310 4,310 91 French Door Double Clear Glass Metal Frame 24 814 0 1,251 1,251 10D Door Wood Solid Core 18 187 0 132 132 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,582 4,273 0 2,335 2,335 13C Part R-11 + 1/2" Gypsum(R-0.5) 118 239 0 170 170 16G Ceiling R-30 Insulation 774 1,149 0 1,149 1,149 22A Slab on Grade No Edge Insulation 136 4,957 0 0 0 24D Wall Metal, Light, R-4 51 574 0 341 341 25D Roof Metal, Light, R-4 115 1,294 0 1,328 1,328 Subtotals for structure: 3,253 28,103 0 32,971 32,971 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,961 0 3,827 3,827 Infiltration: Winter CFM: 224.4, Summer CFM: 99.7 477 11,096 3,474 2,302 5,776 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 42,100 Temperature Swing Multiplier: X1.00 Building Load Totals: 41,160 3,934 42,100 46,034 Check Figures Total Building Supply CFM: 1,915 CFM per square foot: 1.152 Square feet of room area: 1,663 Square feet per ton: 364.991 Building Loads Total heating required with outside air: 41,160 Btuh 41.160 MBH Total sensible gain: 42,100 Btuh 91 % Total latent gain: 3,934 Btuh 9 % Total cooling required with outside air: 46,034 Btuh 3.836 Tons (based on sensible + latent) 4.556 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday, February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 2C Window Single Pane & Storm Clear Glass Metal 185 5,410 0 12,133 12,133 3C Window Double Pane Clear Glass Metal Frame 89 2,904 0 3,953 3,953 9C French Door Single Clear Glass Metal Frame 48 2,614 0 4,310 4,310 91 French Door Double Clear Glass Metal Frame 24 814 0 1,251 1,251 10D Door Wood Solid Core 18 187 0 132 132 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 667 1,802 0 985 985 13C Part R-11 + 1/2" Gypsum(R-0.5) 118 239 0 170 170 22A Slab on Grade No Edge Insulation 136 4,957 0 0 0 24D Wall Metal, Light, R-4 51 574 0 341 341 25D Roof Metal, Light, R-4 115 1,294 0 1,328 1,328 Subtotals for structure: 1,451 20,795 0 24,603 24,603 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,337 0 2,823 2,823 Infiltration: Winter CFM: 120.0, Summer CFM: 53.3 364 5,932 1,857 1,231 3,088 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 31,057 Temperature Swing Multiplier: X1.00 System Load Totals: 28,064 1,857 31,057 32,914 Check Figures Supply CFM: 1,413 CFM per square foot: 1.589 Square feet of room area: 889 Square feet per ton: 264.493 System Loads Total heating required with outside air: 28,064 Btuh 28.063 MBH Total sensible gain: 31,057 Btuh 94 % Total latent gain: 1,857 Btuh 6 % Total cooling required with outside air: 32,914 Btuh 2.743 Tons (based on sensible + latent) 3.361 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 5 System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 113 3,688 0 5,869 5,869 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 915 2,471 0 1,350 1,350 16G Ceiling R-30 Insulation 774 1,149 0 1,149 1,149 Subtotals for structure: 1,802 7,308 0 8,368 8,368 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 624 0 1,004 1,004 Infiltration: Winter CFM: 104.4, Summer CFM: 46.4 113 5,164 1,617 1,071 2,688 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 11,043 Temperature Swing Multiplier: X1.00 System Load Totals: 13,096 2,077 11,043 13,120 Check Figures Supply CFM: 502 CFM per square foot: 0.649 Square feet of room area: 774 Square feet per ton: 647.628 System Loads Total heating required with outside air: 13,096 Btuh 13.096 MBH Total sensible gain: 11,043 Btuh 84 % Total latent gain: 2,077 Btuh 16 % Total cooling required with outside air: 13,120 Btuh 1.093 Tons (based on sensible + latent) 1.195 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 6 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Down- 774 12,466 162 0-0 0 10,267 668 467 1.25 584 467 Stairs 3 Addition 115 15,598 203 0-0 0 20,790 1,189 946 1.25 1,182 946 System 1 889 28,064 365 31,057 1,857 1,413 1,766 1,413 Totals Main Trunk Size: 18x14 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.743 94%/6% 31,057 1,857 32,914 Recommended: 3.361 77%/23% 31,057 9,277 40,334 System #1 Equipment Data Heating System Cooling System Monday, February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 7 Room Load Summary Reports System#2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 2 Upstairs 774 13,096 170 0-0 0 11,043 2,077 502 1.00 502 502 System 2 774 13,096 170 11,043 2,077 502 502 502 Totals Main Trunk Size: 1 0x1 0 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.093 84%/16% 11,043 2,077 13,120 Recommended: 1.195 77%/23% 11,043 3,299 14,342 Monday,February 21,2000 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Weiss Residence Builder: Michael Kaufman Address: 1049 Cypress Key Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr - 3. Number of units,if multi-family I _ SEER: 10.50 - 4. Number of Bedrooms 3 _ b.N/A - 5. Is this a worst case? No _ - 6. Conditioned floor area(ft) 1662 ft' c. N/A _ 7. Glass area&type _ - a. Clear-single pane 233.0 ftz _ 13. Heating systems b.Clear-double pane 226.0 ft" _ a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ff _ HSPF:7.30 d. Tint/other SC/SHGC-double pane 0.0 ftz b.N/A - 8. Floor types _ - a. Slab-On-Grade Edge Insulation R-0.0, 136.0(p)ft _ c. N/A - b.N/A - - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=19.0, 15 82.0 ft' - EF:0.92 _ b. Frame,Steel,Exterior R=4.0,51.0 ftz _ b. N/A _ c. Frame,Wood,Adjacent R=11.0, 118.0 ftz - - d.N/A - c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,774.0 ftz J 15. HVAC credits MZ-C,MZ-H _ b. Single Assembly R=4.01 115.0 ftz - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.28 Total as-built points: 23043.00 PASS Total base points: 23080.00 1 hereby certify that the plans and specifications covered Review of the plans and 119E STA by this calculation are in compliance with the Florida specifications covered by this �o = ; �° Energy Code. calculation indicates compliance PREPARED BY: Ocean State HVA with the Florida Energy Code. Before construction is completed DATE: � I /'?)/ "4:::z • this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 °D compliance with the Florida Ene C Florida Statutes. OWNER/AGENT.' BUILDING OFFICIAL: DATE: 7, .Z2 - �c> DATE: - '�- 14� EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1662.0 33.05 9888.6 Double,Clear W 1.5 17.0 15.0 36.99 1.00 552.5 Double, Clear N 1.5 17.0 30.0 19.22 0.99 573.5 Double, Clear S 7.0 10.5 24.0 34.50 0.59 487.6 Double, Clear S 7.0 10.5 8.0 34.50 0.59 162.5 Double, Clear S 7.0 2.5 6.0 34.50 0.43 89.4 Double, Clear E 1.5 10.0 30.0 40.22 0.98 1180.5 Double, Clear N 1.5 5.5 45.0 19.22 0.93 803.9 Double,Clear S 1.5 8.0 25.0 34.50 0.92 794.0 Double,Clear S 1.5 2.5 4.0 34.50 0.61 84.6 Double, Clear E 1.5 5.5 30.0 40.22 0.90 1084.1 Double, Clear E 1.5 3.5 9.0 40.22 0.77 280.4 Single, Clear W 0.5 7.3 70.0 40.92 1.00 2855.0 Single, Clear N 1.0 7.3 81.0 20.36 0.99 1625.3 Single, Clear S 0.5 9.3 48.0 38.10 1.00 1820.3 Single, Clear S 0.5 7.3 28.0 38.10 0.99 1059.9 Single, Clear S 0.5 1.3 6.0 38.10 0.74 168.6 As-Built Total: 459.0 13622.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 118.0 0.7 82.6 Frame,Wood, Exterior 19.0 1582.0 0.90 1423.8 Exterior 1633.0 1.70 2776.1 Frame, Steel, Exterior 4.0 51.0 5.26 268.1 Frame,Wood,Adjacent 11.0 118.0 0.70 82.6 Base Total: 1751.0 2858.7 As-Built Total: 1751.0 1774.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 43.2 As-Built Total: 18.0 43.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 888.5 0.60 533.1 Under Attic 30.0 774.0 0.60 464.4 Single Assembly 4.0 115.0 4.75 546.3 Base Total: 888.5 533.1 As-Built Total: 889.0 1010.7 EnergyGauge@ DCA Form 60OA-97 Energy Gauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 136.0(p) -37.0 -5032.0 Slab-On-Grade Edge Insulation 0.0 136.0(p) -41.20 -5603.2 Raised 0.0 0.00 0.0 Base Total: -5032.0 As-Built Total: -5603.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1662.0 10.21 16969.0 1662.0 10.21 16969.0 Summer Base Points: 25260.6 Summer As-Built Points: 27816.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 27816.2 1.000 0.974 0.325 0.950 8363.7 25260.6 0.3573 9025.6 27816.2 1.00 0.974 0.325 0.950 8363.7 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1662.0 9.76 2921.2 Double, Clear W 1.5 17.0 15.0 10.77 1.00 161.7 Double, Clear N 1.5 17.0 30.0 14.30 1.00 429.0 Double, Clear S 7.0 10.5 24.0 4.03 2.07 200.5 Double,Clear S 7.0 10.5 8.0 4.03 2.07 66.8 Double,Clear S 7.0 2.5 6.0 4.03 3.66 88.5 Double, Clear E 1.5 10.0 30.0 9.09 1.01 276.2 Double, Clear N 1.5 5.5 45.0 14.30 1.00 645.5 Double, Clear S 1.5 8.0 25.0 4.03 1.04 105.2 Double, Clear S 1.5 2.5 4.0 4.03 1.90 30.6 Double,Clear E 1.5 5.5 30.0 9.09 1.04 283.8 Double,Clear E 1.5 3.5 9.0 9.09 1.09 89.5 Single, Clear W 0.5 7.3 70.0 23.35 1.00 1636.2 Single,Clear N 1.0 7.3 81.0 27.44 1.00 2222.6 Single,Clear S 0.5 9.3 48.0 15.43 1.00 738.4 Single,Clear S 0.5 7.3 28.0 15.43 1.00 430.3 Single, Clear S 0.5 1.3 6.0 15.43 1.35 125.3 As-Built Total: 459.0 7530.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 118.0 3.6 424.8 Frame,Wood, Exterior 19.0 1582.0 2.20 3480.4 Exterior 1633.0 3.70 6042.1 Frame,Steel, Exterior 4.0 51.0 10.64 542.8 Frame,Wood,Adjacent 11.0 118.0 3.60 424.8 Base Total: 1751.0 6466.9 As-Built Total: 1751.0 4448.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Adjacent Wood 18.0 11.50 207.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 207.0 As-Built Total: 18.0 207.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 888.5 1.20 1066.2 Under Attic 30.0 774.0 1.20 928.8 Single Assembly 4.0 115.0 6.90 793.5 Base Total: 888.5 1066.2 As-Built Total: 889.0 1722.3 EnergyGauge@ DCA Form 60OA-97 EnergyGauge@/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 136.0(p) 8.9 1210.4 Slab-On-Grade Edge Insulation 0.0 136.0(p) 18.80 2556.8 Raised 0.0 0.00 0.0 Base Total: 1210.4 As-Built Total: 2556.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1662.0 -0.59 -980.6 1662.0 -0.59 -980.6 Winter Base Points: 10891.2 Winter As-Built Points: 15483.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 15483.8 1.000 0.990 0.467 0.950 6799.2 10891.2 0.5340 5815.9 15483.8 1.00 0.990 0.467 0.950 6799.2 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9025.6 5815.9 8238.0 23079.5 8363.7 6799.2 7879.8 23042.7 EFPASS:] y0 4Z1iE sT9?�o otb)WE EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78°x. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.5 The higher the score,the more efficient the home. 1049 Cypress Key,Atlantic Beach, FI, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.50 - 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? No _ _ 6. Conditioned floor area(ftz) 1662 ftz c. N/A - 7. Glass area&type _ - a. Clear-single pane 233.0 ftz _ 13. Heating systems b. Clear-double pane 226.0 ft' - a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ftz _ HSPF:7.30 _ d. Tint/other SC/SHGC-double pane 0.0 ft, b.N/A 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0, 136.0(p)ft _ c. N/A b.N/A - - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0, 1582.0 ftz - EF:0.92 _ b.Frame,Steel,Exterior R=4.0,5 1.0 ftz _ b.N/A _ c. Frame,Wood,Adjacent R=11.0, 118.0 ftz _ _ d.N/A _ c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,774.0 ftz _ 15. HVAC credits MZ-C,MZ-H b. Single Assembly R=4.0, 115.0 ftz - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) yOC�ZHE sTq?�o in this home before final inspection. Otherwise,a new EPL Display Card will be completed . based on installed Code compliant features. Builder Signature: Date: I-" a Address of New Home: City/FL Zip: c0D WV *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEA incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) Notice of Commencement ok 929 Page 1294 • State of Florida County of U• The undersigned hereby informs all concerned that improvements will beppoc8 200021277 2 9 CSS made to certain real property,and in accordance with Section 713-13 of Book: 9 Page: 129494 the Florida Statutes (Revised 10-1-96), the following information is Filed 8 Recorded provided: 01/28/00 08:43:31 AM HENRY Y COOK Legal Description ofProperty: /• fir/ G�' �� — CLERK CIRCUIT COURT DUVAL COUNTY C Qf� TRUST FUND $ 1.00 i•��;� r�?��.�� /�'j `/,L'E`T' i �� RECORDING $ 5.00 (cc 13 1 _ Gesieral Description of ImprovemWs: /- 11.7-0 Owner's Name: r=9 Lec"ed k t e/i.1 Address: /0,/f 8**d jX&y City: CTl�.,: {� ��ec-4 zipcode: 31-L3 3 Owner's Interest in Property: Fee Simple Title holder(if other than Owner): Name: Address: Contractor: Six nif'Afi'1'"iC. ItiC. ` �Jry 9776 SF_ACU Rkyd, Telephone: (904)9 c) &- I(,I(o Fax: (904) q I'Ji Surety: Not Applicable Lender's Name and Address: Not Applicable Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name: Address: Telephone: Fax(_) In addition to himself owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes: Name: Address:: Telephone: Fax(_) Unless otherwise noted in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the date of recording: Owner's Name r---�—�— Signature: ' W,Ni MICHAEL KAUFMAN .; ;,,: MY COMMISSION#CC 8fi�,9,9 /1 • a EXPIRES:August 9,2003'•0rnT o and subscribed before me this dJay f e-C i 199 J1f^ Bonded Thru Notary Public Underwriters Notary Public: j This document prepsrod by: CITY OF rt'tea�r�c Z eucC - ��ee�ida 800LE ROAD ATLANTIC BEACH, FLORIDAF32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 February 4, 2000 Suntastic, Inc. 9776 Beach Boulevard Jacksonville, FL 32246 Dear Sirs: The structure permitted at 1049 Little Cypress Key has been approved as a Type A enclosure. Type A structures are required to meet the codes as a habitable room and must be insulated, wired, and structurally built as such. Sincerely, C)�'C Puil C. Ford, B ! ding Official i DCF/ph FEB 2 WEISS RESIDENCE City Of suiigine tantic eeac HVAC LOAD ANALYSIS and Zoning for Michael Kaufman Ue►s I�of D Suntastic inc. F ��yT�BEACH CITY O ,UoF ,c,� RHARmDEVAI, . HVAC GOADS C- Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 02-18-00 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 2 Project Summary Project: Weiss Residence Company: Ocean State Heating &Air Conditioning Client: Michael Kaufman Representative: Jeri Boxx Address: Suntastic Inc. Address: 1476 Atlantic Boulevard City: City: Neptune Beach, FL 32266 Phone: 219-8008 Cell Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Weiss Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 1,915 CFM per square foot: 1.152 Square feet of room area: 1,663 Square feet per ton: 364.991 Building Loads Total heating required with outside air: 41,160 Btuh 41.160 MBH Total sensible gain: 42,100 Btuh 91 % Total latent gain: 3,934 Btuh 9 % Total cooling required with outside air: 46,034 Btuh 3.836 Tons (based on sensible +latent) 4.556 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I i, I Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 2C Window Single Pane &Storm Clear Glass Metal 185 5,410 0 12,133 12,133 3C Window Double Pane Clear Glass Metal Frame 202 6,592 0 9,822 9,822 9C French Door Single Clear Glass Metal Frame 48 2,614 0 4,310 4,310 91 French Door Double Clear Glass Metal Frame 24 814 0 1,251 1,251 10D Door Wood Solid Core 18 187 0 132 132 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 1,582 4,273 0 2,335 2,335 13C Part R-11 + 1/2" Gypsum(R-0.5) 118 239 0 170 170 16G Ceiling R-30 Insulation 774 1,149 0 1,149 1,149 22A Slab on Grade No Edge Insulation 136 4,957 0 0 0 24D Wall Metal, Light, R-4 51 574 0 341 341 25D Roof Metal, Light, R-4 115 1,294 0 1,328 1,328 Subtotals for structure: 3,253 28,103 0 32,971 32,971 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,961 0 3,827 31827 � Infiltration:Winter CFM: 224.4, Summer CFM: 99.7 477 11,096 3,474 2,302 5,776 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 { Sensible Gain Total: 42,100 Temperature Swing Multiplier: X1.00 Building Load Totals: 41,160 3,934 42,100 46,034 Check Figures Total Building Supply CFM: 1,915 CFM per square foot: 1.152 Square feet of room area: 1,663 Square feet per ton: 364.991 i Building Loads Total heating required with outside air: 41,160 Btuh 41.160 MBH Total sensible gain: 42,100 Btuh 91 % Total latent gain: 3,934 Btuh 9 % Total cooling required with outside air: 46,034 Btuh 3.836 Tons (based on sensible + latent) 4.556 Tons (based on 77% sensible capacity) Notes i Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I i i Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 2C Window Single Pane &Storm Clear Glass Metal 185 5,410 0 12,133 12,133 3C Window Double Pane Clear Glass Metal Frame 89 2,904 0 3,953 3,953 9C French Door Single Clear Glass Metal Frame 48 2,614 0 4,310 4,310 91 French Door Double Clear Glass Metal Frame 24 814 0 1,251 1,251 10D Door Wood Solid Core 18 187 0 132 132 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 667 1,802 0 985 985 13C Part R-11 + 1/2" Gypsum(R-0.5) 118 239 0 170 170 22A Slab on Grade No Edge Insulation 136 4,957 0 0 0 24D Wall Metal, Light, R-4 51 574 0 341 341 250 Roof Metal, Light, R-4 115 1,294 0 1,328 1,328 Subtotals for structure: 1,451 20,795 0 24,603 24,603 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,337 0 2,823 2,823 Infiltration:Winter CFM: 120.0, Summer CFM: 53.3 364 5,932 1,857 1,231 3,088 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 31,057 Temperature Swing Multiplier: X1.00 j System Load Totals: 28,064 1,857 31,057 32,914 Check Figures Supply CFM: 1,413 CFM per square foot: 1.589 Square feet of room area: 889 Square feet per ton: 264.493 System Loads Total heating required with outside air: 28,064 Btuh 28.063 MBH Total sensible gain: 31,057 Btuh 94 % f Total latent gain: 1,857 Btuh 6 % Total cooling required with outside air: 32,914 Btuh 2.743 Tons (based on sensible + latent) 3.361 Tons (based on 77% sensible capacity) ' 1 Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 5 System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 113 3,688 0 5,869 5,869 12H Wall R-19 + 1/2"Gypsum Board(R-0.5) 915 2,471 0 1,350 1,350 16G Ceiling R-30 Insulation 774 1,149 0 1,149 1,149 Subtotals for structure: 1,802 7,308 0 8,368 8,368 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 624 0 1,004 1,004 Infiltration: Winter CFM: 104.4, Summer CFM: 46.4 113 5,164 1,617 1,071 2,688 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 11,043 Temperature Swing Multiplier: X1.00 System Load Totals: 13,096 2,077 11,043 13,120 Check Figures Supply CFM: 502 CFM per square foot: 0.649 Square feet of room area: 774 Square feet per ton: 647.628 System Loads Total heating required with outside air: 13,096 'Btuh 13.096 MBH Total sensible gain: 11,043 Btuh 84 % Total latent gain: 2,077 Btuh 16 % Total cooling required with outside air: 13,120 Btuh 1.093 Tons (based on sensible + latent) 1.195 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. A Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 6 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Cig Cig Cig Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Ad}' Adj Sys No Name SF Btuh CFM Size Vel Btuh Stuh CFM Fact CFM CFM ---Zone 1--- 1 Down- 774 12,466 162 0-0 0 10,267 668 467 1.25 584 467 Stairs 3 Addition 115 15,598 203 0-0 0 20,790 1,189 946 1.25 1,182 946 System 1 889 28,064 365 31,057 1,857 1,413 1,766 1,413 Totals Main Trunk Size: 18x14 in. i System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.743 94%/6% 31,057 1,857 32,914 Recommended: 3.361 77%/23% 31,057 9,277 40,334 I System #1 Equipment Data Heating System Cooling System I f i i Monday,February 21,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Weiss Residence Neptune Beach,FL 32266-1798 02-18-00 Page 7 Room Load Summary Reports System#2 Room Load Summary Htg Htg Run Run Cig Clg Cig Zone Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Stuh CFM Fact CFM CFM ---Zone I--- 2 Upstairs 774 13,096 170 0-0 0 11,043 2,077 502 1.00 502 502 System 2 774 13,096 170 11,043 2,077 502 502 502 Totals Main Trunk Size: 10x10 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.093 84%/16% 11,043 2,077 13,120 Recommended: 1.195 77%/23% 11,043 3,299 14,342 Monday,February 21,2000 r >. FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1662.0 33.05 9888.6 Double, Clear W 1.5 17.0 15.0 36.99 1.00 552.5 Double,Clear N 1.5 17.0 30.0 19.22 0.99 573.5 Double,Clear S 7.0 10.5 24.0 34.50 0.59 487.6 Double,Clear S 7.0 10.5 8.0 34.50 0.59 162.5 Double, Clear S 7.0 2.5 6.0 34.50 0.43 89.4 Double, Clear E 1.5 10.0 30.0 40.22 0.98 1180.5 Double, Clear N 1.5 5.5 45.0 19.22 0.93 803.9 Double,Clear S 1.5 8.0 25.0 34.50 0.92 794.0 Double, Clear S 1.5 2.5 4.0 34.50 0.61 84.6 Double, Clear E 1.5 5.5 30.0 40.22 0.90 1084.1 Double,Clear E 1.5 3.5 9.0 40.22 0.77 280.4 Single,Clear W 0.5 7.3 70.0 40.92 1.00 2855.0 Single,Clear N 1.0 7.3 81.0 20.36 0.99 1625.3 Single, Clear S 0.5 9.3 48.0 38.10 1.00 1820.3 Single, Clear S 0.5 7.3 28.0 38.10 0.99 1059.9 Single, Clear S 0.5 1.3 6.0 38.10 0.74 168.6 As-Built Total: 469.0 13622.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 118.0 0.7 82.6 Frame,Wood, Exterior 19.0 1582.0 0.90 1423.8 Exterior 1633.0 1.70 2776.1 Frame,Steel,Exterior 4.0 51.0 5.26 268.1 Frame,Wood,Adjacent 11.0 118.0 0.70 82.6 Base Total: 1751.0 2858.7 As-Built Total: 1751.0 1774.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 43.2 As-Built Total: 18.0 43.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 888.5 0.60 533.1 Under Attic 30.0 774.0 0.60 464.4 Single Assembly 4.0 115.0 4.75 546.3 Base Total: 888.5 533.1 As-Built Total: 889.0 1010.7 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 136.0(p) -37.0 -5032.0 Slab-On-Grade Edge Insulation 0.0 136.0(p) -41.20 -5603.2 Raised 0.0 0.00 0.0 Base Total: -5032.0 As-Built Total: -5603.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1662.0 10.21 16969.0 1662.0 10.21 16969.0 Summer Base Points: 25260.6 Summer As-Built Points: 27816.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 27816.2 1.000 0.974 0.325 0.950 8363.7 25260.6 0.3573 9025.6 1 27816.2 1.00 0.974 0.325 0.950 8363.7 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®fFlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1662.0 9.76 2921.2 Double,Clear W 1.5 17.0 15.0 10.77 1.00 161.7 Double,Clear N 1.5 17.0 30.0 14.30 1.00 429.0 Double, Clear s 7.0 10.5 24.0 4.03 2.07 200.5 Double, Clear S 7.0 10.5 8.0 4.03 2.07 66.8 Double, Clear S 7.0 2.5 6.0 4.03 3.66 88.5 Double, Clear E 1.5 10.0 30.0 9.09 1.01 276.2 Double, Clear N 1.5 5.5 45.0 14.30 1.00 645.5 Double, Clear S 1.5 8.0 25.0 4.03 1.04 105.2 Double, Clear S 1.5 2.5 4.0 4.03 1.90 30.6 Double,Clear E 1.5 5.5 30.0 9.09 1.04 283.8 Double,Clear E 1.5 3.5 9.0 9.09 1.09 89.5 Single,Clear W 0.5 7.3 70.0 23.35 1.00 1636.2 Single, Clear N 1.0 7.3 81.0 27.44 1.00 2222.6 Single, Clear S 0.5 9.3 48.0 15.43 1.00 738.4 Single, Clear S 0.5 7.3 28.0 15.43 1.00 430.3 Single, Clear S 0.5 1.3 6.0 15.43 1.35 125.3 As-Built Total: 459.0 7530.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 118.0 3.6 424.8 Frame,Wood,Exterior 19.0 1582.0 2.20 3480.4 Exterior 1633.0 3.70 6042.1 Frame, Steel, Exterior 4.0 51.0 10.64 542.8 Frame,Wood,Adjacent 11.0 118.0 3.60 424.8 Base Total: 1751.0 6466.9 As-Built Total: 1751.0 4448.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Adjacent Wood 18.0 11.50 207.0 Exterior 0.0 OAO 0.0 Base Total: 18.0 207.0 As-Built Total: 18.0 207.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 888.5 1.20 1066.2 Under Attic 30.0 774.0 1.20 928.8 Single Assembly 4.0 115.0 6.90 793.5 Base Total: 888.5 1066.2 As-Built Total: 889.0 1722.3 EnergyGauge(D DCA Form 60OA-97 Energy Gauge@/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 136.0(p) 8.9 1210.4 Slab-On-Grade Edge Insulation 0.0 136.0(p) 18.80 2556.8 Raised 0.0 0.00 0.0 Base Total: 1210.4 As-Built Total: 2556.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1662.0 -0.59 -980.6 1662.0 -0.59 -980.6 Winter Base Points: 10891.2 Winter As-Built Points: 15483.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 15483.8 1.000 0.990 0.467 0.950 6799.2 10891.2 0.5340 5815.9 15483.8 1.00 0.990 0.467 0.950 6799.2 EnergyGaugeTM DCA Form 60OA-97 Energy Gauge®IFlaRES'97 FLRCNA-200 I FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9025.6 5815.9 8238.0 23079.51 8363.7 6799.2 7879.8 23042.7 EFPASS::] *v ON ST qr�0 I�cOD W-E EnergyGaugeTm DCA Form 60OA-97 EnergyGauget/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1049 Cypress Key,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required, Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Sepcrate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge@/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.5 The higher the score,the more efficient the home. 1049 Cypress Key,Atlantic Beach, FI, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr 3. Number of units,if multi-family 1 - SEER: 10.50 - 4. Number of Bedrooms 3 _ b. N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft2) 1662 ft2 c. N/A - 7. Glass area&type _ - a. Clear-single pane 233.0 ft2 - 13. Heating systems b. Clear-double pane 226.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ftz - HSPF:7.30 - d.Tint/other SC/SHGC-double pane 0.0 ftz b. N/A - 8. Floor types - a. - a. Slab-On-Grade Edge Insulation R=0.0, 136.0(p)it - c. NIA - b.N/A - - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=19.0, 15 82.0 ft2 _ EF:0.92 - b.Frame,Steel,Exterior R=4.0,51.0 ft2 - b. N/A - c. Frame,Wood,Adjacent R=11.0, 118.0 fe - - d.N/A _ c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,774.0 ft2 _ 15. HVAC credits MZ-C,MZ-H - b. Single Assembly R=4.0, 115.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup,R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) ogZ14E sT9r� in this home before final inspection. Otherwise,a new EPL Display Card will be completed ,1' as; based on installed Code compliant features. Builder Signature: Date: - a Address of New Home: City/FL Zip: mop W8 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. TM This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EE1P incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) CITY OF ,,-4&4aTe4e4 - 9&rZ& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 -- --'¢ TELEPHONE(904)247-5800 FAX(904)247-5805 -Ad " ' x,.199$ SUNCOM 852-5800 Lifetime Enclosures, Inc. 8629-3 Phillips Highway Jacksonville, FL 32256 Re: Required Inspections for Construction In the City of Atlantic Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #11415 1625 Linkside Drive Mike Stanley #11417 1665 Park Terrace West Nancy Potter #12119 451 Snapping Turtle Court West Carlton Jones #12666 2266 Oceanforest Drive West Joseph Sherin #13291 2325 Oceanforest Drive West Carroll #13292 1049 Little Cypress Key Edward Weiss #13293 523 Selva Lakes Circle Karen Dunmire #13401 1830 Selva Marina Drive #303 Patricia Riefensnyder #14285 1404 Linkside Drive Barbara Combs #15109 501 Levy Road William Echols #15434 1136 Linkside Court West Beth Robertson #15498 2279 Seminole Road William Duffey #15499 2233 Seminole Road#3 Property Owner #16776 567 Selva Lakes Circle Joann Hoza Please review your records and advise whether the work was performed by your company and schedule the appropriate inspection to close out the files. Please call me at (904) 247-5826 if you have any questions regarding this matter. S' rely, Don Ford Building Official DCF/pah cc: Homeowner CITY OF Office of Building Official ,( / REQUEST FOR INSPECTION Date_- / ---- Permit No. Time A. Received a Job Address ality Owner's Contractor CONCRETE ELECTRICAL PLUM tNG MECHANICAL Framing C Footing C Rough Wiring D Rough C Air Cond.& C Re Roofing C Slab u Temp Pole C Top Out O Heating Insulation C lintel C Final C Sewer C Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. Tues.j Wed. Thurs. Friday A.M. Inspection Made ' -- --P ` Inspector Final Inspection ert4 irate of O cu ancy C 1417Date _ CITY OF P��°�ust�c �eacl - `��cvuda 500 SEMINOLE ROAD ATLANTIC BEACH.FLORIDA:32333-54,45 TELEPHONE(904)347-5800 FAX(904)247-5805 SUNC01Q 853-5500 January 21, 1998 Marty Schaeffer Pulte Home Corporation 8081 PhillipsHighway Jacksonville, Florida 32256 Re: 1049 Little Cypress Key Curb/Gutter Repairs Dear Marty: The curb and gutter repairs at 1049 Little Cypress Key will be constructed by Gruhn May Inc. The purchase order is being issued this week and the job will be completed within ninety (90) days. Your part of the job cost if $709.05. Please remit a check to Gruhn May Inc. and mail to the City of Atlantic Beach, 800 Seminole Road, Attention: Don Ford. We will send you a notice of completion as soon as the work is accepted by the City. Thank you for your cooperation in this matter. Sincerely, Don C. Ford Building Official DCF/pah cc: Bob Kosoy CN CD _ m U o f I� � •s �i 7 m N •- U M w n O r rn `- C� � (0 ° C z d 3 e3r Q MW 2 3 i 12110197 .lob Cost Details RECEIVED m Gruhn May , Inc. f►rF�� 1997 y City of Atlantic Beach 6897 Philips Parkway Dr. North Job Name: Little Cypress Key Jacksonville, Florida 32256 Building and Zoning A.B.PO# (904)262-9544 Fax 268-0679 G.M.Job# s J)T z o o "m Description Qty. Um Unit Cost Material Equipment Hours Rate Total C:)00 p w Z concrete 1 Cy $110.50 $114.50 backhoe 4 $45.00 5180.00 $. o N (D sod 50 sf $0.44 $22.10 $0.00 cZi aLO grate 1 ea $149.50 $149.50 $0.00 J D SO-00 $0.00 $0.00 i i I $0.00 $0.00 $0.00 ID 0 N SO.00 $0.40 $0.00 T C) ID $0.00 $0.00 $0.00 Q zj� $0.00 $0.00 Equip.Total $180.00 m $0.00 $0.40 "' j $0.00 $0.00 Labor m m $D_00 $0.00 Regular 8 $115.00 $920.00 r i i C10 0 $0.00 $0.40 Overtime $0.00 r' M $O.OD $0.00 Labor Total $920.00 cn T m m --1 0 $O.OD $0.00 a 10 m 'n t� $D.40 $0.00 Sul�,antrador 50.00 CD O = Material Total 5 82.10 Sub total St,100.00 � � � j � n s 9 r o Z TO CO m Q Category Totals m =!: [ !!°' Material $282.10 \v\ tabor $920.00 0100 rt O O N m w Equipment $180.00 0 Sub, $0.00 Overhead 18%*L&E $198.00 � tv3obilization $0.00 n x n Grand Totak t m 1'= C i;U:1n D J CO 2 r CITY_w_O/F /�/,-,�-�•yA•� 7 &4#t.4LC 13P4CI4-1914 � Office of Building Official REQUEST FOR INSPECTION Date � Permit No. Time / �� M. ^ Received �/ p.M�_ g v 7 Job.Address 41 Locality Owner's / �� L � Narne J L Contractor i UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Fra Footing Rough WiringRough Air Cond. & _ Re Rootine = Slab Temp Pole _ Top Out Heating Insulation = Lintel Final _ Sewer Fire Place READY FOR INSPECTION Pre Fab A.M. Mon. (� 1Tues.!/ l Wed. T hurs. Friday PIVI ;'•Sl.!.:�!i0r M f'el�Jj�- l�iJo C �el 14'' c. -tftsp`c_ction —_ GG.to 4* W{i}(J t6 f r Certificate ,.✓14/41/, To 1"r1C� Ge Uf�LL Y%-t'#- Date �,��cluelo cpar� ,t- C4/^' t i i 0.1rrttftrtItE of @rrunanru (situ of Attanfir leaI:4 — .11oriba ( :19partll nt of 10"Suilbing 3wipertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. E kI Use Classification Single Family Attached Bldg. Permit No. 11190 Group W.frame Type Construction tnhse Fire District Atlantic Beach North Florida Classic HOmes 80Phil ips Highway ;r4/ ! Owner of Building Addressja,C cMi,� ' F1 32?'ez 6 l Bu'ding Address 1049 Lii-tle Care s[a a(ty Atlantic Beach, FL 32233 ! By: DON C. FORD I ` Q Building Official! Date: " 4/C C POST IN A CONSPICUOUS PLACE E t t CITY__O//F /l-��_ �� 1q&4#t14C / "04-9j&U.4ICs Office of Building Official REQUEST FOR INSPECTION Date '� Permit No. Time / .M. ^ Received P.M. Job-Address / Locality Owner's Name l `Contractor UILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Fra Footing - Rough Wiring Rough Air Cond. & Re Roofine - Slab - Temp Pole _ Top Out - Heating Insulation Lintel =. Final = Sewer Fire Place i n Pre Fab r'f READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs. Friday P.M. lr-,--ctlon M dg -�C�1j'!�'----- 116CUy R"✓. —P03' -� s"pection • � ©R�CJG�+��4-( C4t��o t�6$l��j- 1K� ' Certifica �� IZG6Q'o^ rla l� To y1a1�lCC '6'G.e'4/&-.4 a CJw+GIC. Date _ 4 CITY OF 4& .cam- � Office of Building Official V--/ 0 REQUEST FUR INSPECTIU � pv<']ate •'—" `—' Permit N "ime r 3eceived P Job Addrecality r` owner's lame Contract r _ ILDIN CON E E E ]CAL U ING MECHA =raining Footing _ Rough Wiring Rough E 3e Roofing Slab Temp PoleTop Out Heating nsufation _. Lintel _ Final Sewer a Fire Place Pre Fab READY FOR INSPECTION A.M Tues Wed. Thurs. Friday P.M. AM, si,:ctic^fiviade _ } PM. Final Inspection Certificate of Occupancy --: Date O�tttt CITY__ OF s+�& . 401 0 &444-1" j Office of Building Official J f� REQUEST FOR INSPECTION Date_ j _Y C Permit No. Time Received Job Address Locality Owner's Name -' �.___`� Contrac#or i3UILDlCONCRETE ELECTRICAL (tiPLU,lB2Nt�kNi ram ng Footing Rough Wiring C Rough L! Re Rooting _ Slab Temp Pole Ci Top Out >✓ Heating insulation Lintel Final 0 Sewer 0 Fire Place Pre Fab READY FOR INSPECTION Edon. Tues. We'd. Thurs. Friday_ P,M. "- ? A.M. s ;.tion P�iads _ -----,PM, rtr3r _ F Cert tcate of Occup nay G //CITY __ OF ��GifZt�(' l3P -�tt+taKL��i Office of Building Official REQUEST FOR INSPECTION jJ Date -'a Permit No. / Time �/ 7 y11 t� A.M. : Received V Job ss Loc !ity Owner's Name Contr r� �� _ BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing Footing 0 h Wirin Rough Air Cond.& D Re Roofing D Stab 0 Temp Poe 0 Top Out C1 Heating Insulation Lintel 0 Final Sewer 0 Fire Place fff"`��.... Pre Fab READY FOR INSPECTION ` A. Mon. Tues. Wed. Thurs. Friday A.M. nspection Made P.M. ispector � Final inspection Certificate of Occupancy Date . !M 7 0— m ��3tjzr IL �� OF ❑FAX oHONE (�most L Ad'COO 1ESSAGE J{ fco, 3 off �i DIED CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No. Time 6 A.M Received P.M. q Job Address Locality Ile owner's Name Contractor BUILDING CONCRETE ELECTRICAL LUh4BING MECHANICAL Framing Footing Rough Wiring oug it Cond.& Re Roofing Slab Temp Pole Top Out Heating Insulation 7, Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon, Tues Wed. Thurs. Friday A.M. Inspection Made Final Inspection lr,3p,�clol Certificate of Occupancy Date �/l��//,,.,��:w r/C�yITY OF f Z 6 T'�&4M14C !�wcA' 94nd' 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ` AA Received J�AdVs F 7,� Owner's 1 % Name Contractor BUILb[N , COCR TE ELECTRICAL MECHANfCAL Footing ❑ Rough Wiring Rough Air Cond.& Re Roofing Slab - Temp Pole Top Out Heating Insulation Lintel D Final Sewer ❑ Fire Place Pre Fab READY F NSPECTION "' A.M.T} Mon. Tues. Wed. Thurs. Friday .BA_1 A.M. Inspection Made P.M. Inspector Final Inspection F— Certificate of Occupancy❑ ` Date _ .e. times - -- square PRINTING awtlnr sr:r�v�c ,tic. 325 9th Avenue North Jacksonville Qgacb,FL 32250 ( We Design& Print To (904)241-7652 Your Specifications FAX 241-2029 ��// CITY OF 4&44 w-C4- . Office of Building Official REQUEST FOR INSPECTION Date Permit Na. Time Receded _'f'M Job ress� Loca(it��,�� Owner's %J+ Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Gond.& -. Re Roofing Slab Temp Pole Top Out Heating Insulation =. Lintel Final Sewer v Fire Place Pre Fab READY FOR INSPECTION .M. Inn. Tues. Wed, Thurs. Friday A.M. Inspection Made - Final Inspection Certificate of Occupancy_. Gate an.�.�w..nr++,�, :�" ..,. w..-5r;:* +-:" ,, .. .. aS�c+r:rqR�.+�+,eealn're-+p�.,s�.Rp�..,+•...+.a�rw.... <g.;.a.ra-,+rs...•..,P.........,..:..a^...—=®p" ..,�^+.^,.s,�,p,t*+^.*,..'•.'?fi4t X. Qlatiftratt of Mccuptirg Tito of Atlantic W=4 — Nloribx Department of Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 o f the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. ti Use Classification Single Family Attached Bldg.Permit No. 11190 Group W•frame Tye Construction tnhse Fire District Atlantic Beach k North- 'Ior�da C1ass�Omes 8�J$1-Plii1 s i }�w ; 1 Owner of Building AddresCankso 3yi R g32��6 Binding Address 1049 Li 1e re sMal4 Atlantic Beach, FIa 32233 By. DON C. gFORD <' Building fficial Date: h� '; POST IN A CONSPICUOUS PLACE 14 a 4, i)4, 96 THL- 16: 12 F.AA 904 733 7733 NII FL CLASSIC ATLANTIC BEA(H L uu� MAP SHOWING BOUNDARY SURVEY OF LOT /20 BLOCK � AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK -45005- PAGES`I l-Gd�t OF THE CURRIENT PUBLIC RECORDS OF DUVAL CO., FLA FOR: �5 1�gAeeq e SOA15 NSE P�P/5 5. NOTE: BE,AR;NGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NO TZ 4-1;:1r77i� 'N5 414M' SW004v'T V5. (le,,;4) Nil:i4)mg4 Gerco'c c' 4'Prit'AC c7Rr��c� r929 F'Rl'T CJF ,SECT-iQ•V i'?, r'CJ�vn/Sw/� 2 SOC�T,u'. ,4�I,u�� ;_'y �aT e' CO --- POOt� i 5.3 J ' N 4 t % r 1 �il ,u Ay t ZU.9 �C421 J..{ tN 1 VIN ° /9,! 77 1 ar.s, 19, L 1 T TZ C'YR9E9s f'Z� t,,p R 41996 Building and Zoning J�!/Vl►+G .SC!Pt�EY �- 9G Ne7�,S.�T ''mowd/-xr'Cy7(NOTdOJ , AMIA40 ALG Arr.EG' /,0dA'16. fClv,VoAr'ioiV $6q. Y 9G tii7%e �o4�ro otc %eQ�rs. .SMAI,,60L/T !i- 4- 9.5' �` NvTGk �rlt��d A, c iacvs. I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND' TECHNICAL STANDARDS FOR LANO SURVEYORS IN ACCORDANCE WITH CHANTER 87G17-5,FLA,ADMINISTRATIVE CODE (PURSUANT TO SECTION 472 07.7.FLORIDA$7ATUTES),AND FURTHER CERTIFY THAT THCRE ARE NO VISIBLE.ENCROACH � O°-FOUND rorurrr MENTS UPON TNI: SUBJECT PROPERTY EXCEPT .AS SHOWN ON THIS SURVEY. • 1�1 fCr1I�ME7wLf:G74 {��a�-� 0 lir KT WOM-L.c 1Ta+ �P— +f].LJ-S]ItLS.I_E 'ME LOT Sr10WN HERFCrN 13 IN FLOOD •.R-L. WKpRC WITRICT"LME ZONE X* — AS SHOWN 0% THE FLGOU INSURANCE RATE CLARS©N ANa ASSOCIATES, INC. cEMTIW ,.cti[ MAP, COMMUNITY VANEL. NO 12007H – 10 . OATEO 1643%ALDO AVXJACKPOWILLE, FLA 32207 A AFIC DIITANCI / p CMOKD DWTAMC[ SURVEYED '4"01'ry /7 1L F..Y.C. 004wr OF eve &TWW – $ _ FOtMT OF TA1WL71GT SUHVG i C 1'r... .yi/ EWS'rrR-) SIJPVM;k NO. x3G/, Ft.A F.R.C, fglw of OfWAN CM" SCALE: G PC.t Pawr os Ca*�oum cu" ekle A• 1/,u 14;6--74-f *s. 3, Z47 F1Etp woK .537 po. 70 CITY OF ATLANTIC BEACH, 112t'FLORIDA ` Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: P / 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. E ECTRICAL FIRM: MASTERtLECTRICIAN 619NATURE JOURNEXMAN NAMF�� ctr 1 ' ADDRESS:..jey �D BOX BLDG.SIZE, BETWEEN: RES.('l/1 APT.( ► COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW("P OLD ( 1 REW. ( ► ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW(41� INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE °2 ) AMPS COPPER ( ) ALUM. SWITCH OR BREAKER AMPS PH '?/W '>VA VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT �•� OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO.NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 11264 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT I NFORMAT I ON ------ . .; LOCATION I NF'ORMAT I ON -------- Perm Number. I"1 � Addreass� 1049 LITTLE CYPRLES KEy Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 C1 ass cafark: NEN �--�------'--- LEGAL DESCRIPTION ---- constr. Type' : WOOD FRAME Leat . Black: Section: Proposed Uses: SINGLE FAMILY Township: RNG 0 Dwellings: I Cade: I Subdivision: ' Iakeside tsta—ted V* a HCl QO Improv., Cost: $0 .I 0 Total Fees : B64k. 0 Amo $64.00 Da 4/96 work De ing system TION - -__ APPLICATION FEES ----- N EIC ROMiCITTOF PE TIT $64.00 Add e R CYPRESS KEY NATER IMPACT FEE $0.00 T Cit, FLOR I L� ` °` A Air RADON OAS-H.R.S, SO 00', T NFORADON" CAB 50 {d?4 Name BE E U14BING NC. CAPITAL IMPRQV'E. to .00' A 1AA, LI r ,n JAC I LLE> FL 32205 CROSS CONNNECT I ON SO .00 Lilo FCO '' Type, 4` EEC H 114PACT FEE t? .00 CONST.BLl'RCftlR4E S' 00 NOTES: NOTICE ALL!CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE B "LDING MATERIAL,RUBBISH AND DEBRIS FROM THIS.WORK MUST NOT BE PLAOED IN'PUBLIC SPACE,AND MUST BE CL RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'`` l'SN LAW CAN, RESULT; IN THS PEF 1"i(OWNEt PAYINGTWICE FORTHBUILDING 1MPRt)VEMEN1'S" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OFTHIS PERMIT AND SUBJECT TO REVOCATION.FOR " VIOLAI`lON OF APPLICABLE PROVISIONS OF LAW. �wIMI'MA V& i Da ATLANT'IAEACHOUILpONG DE RTM T CHECKS 0pkW=100D CITY OF ATLANTIC" BEACH APPLICATION FOR PLUMBING PERMIT �o JOB LOCATION : -44 OWNER OF PROPERTY:,.--+7-"— PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: �/� ✓"�ToGS'Y TELEPHONE : -✓�9.3 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED I SINKS SHOWERS A/- LAVATORY WATER HEATERS BATH TUBS j DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES :! z/Z $3 . 50 + $15 . 00 x �r MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: GG �✓ ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 11190,e. r DEPARTMENT OF BUILDING CITY"?OFATLANTIC BEACH . ' PERMIT INFORMATION w -------- LOCATION INFORMATION .»� ,,...w_.. Perinft Number. 11190 Address: 1049 LITTLE CYPRESS KFS, Permit Type, OVILDIW ATLANTIC BEACH, FLORIDA 32233 C1 a of Mork-: NEW -------- - L10AL DESORMION --�� f ,..._w Cour Type: W001 FRAM Lot : 120.. Block: Seco:. `� Pr'pos ed Use: SINGLE P.XMILY Township RN®: & N D I1in+ I Code: 0 Subdivisio , SELVA LAKESZati � '' Improv, Cost: 90.0 0# Tonal _Feces: $2724.1 1 0 Amount . t d {/ $2724.18 NO, II NIDI' HOME PER PLANS HSI` 1546 RAL)ON 818 � s RMATION _- APPLICATION FEES ------ N � CLASSICPERMIT - $531.00 Ad $ HIt3HWAY 4 WATER .IMPACT FEE $490.40" } ER FLORIDA 3 S IMPAC FEE' 50 .00 P 70r A Apollo " w—r,,' T iNFti+i�i V#1 ----- :RADON CAS J $0. 20% Came:` OR L Dk CLA IC HOMES CAPITAL IMPROVE, 5325.00 = Addr*is S4 LLiL IPS BW"SC JA 32256 CROSS . CONNECTION 5 .00-• a CRC 4 i° .Type* 1 SEC H IMPACT FEE 0.00 CONST r,SURCHARGE 6 ' SCHARG E TL.BCI $0 . NOTICE—�ALL.CONCRETE FORMS AND FOOTINGS,MUST BE INSPECT 0 BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE�OF ISSUE 'i BURtvIATERIAL,RUBBISH AND 13EBRIS FROM THIS WORK MUST NOT BE PLAREb tN PUBLIC"SPACE,AND MUST BE CL P AND HAULED,AWAY BY EITHER CONTRACTOR OR OWNER � " TO COMPLY WITH THE MECHANICS'e LAVH CAN RESULT IN THE OPERT Y C NEf PAYING TWICE PCXR THS 131.lIL , ING IMPI 3VEIS ENTS" .. . rr ISSU_ CORDINC TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO RE V ' 1IOLA;. OF APPLICABLE PROVISIONS OF LAW. I, ATLITIVA CH BUILDING 6 1`MENT �i0li�4Cr3c'�14K�G Byx .4 CITY OF ROPERTY DESCRIPTION � ��tfll�tL'CC �c'ci�l - 7(o;trtA 800 SN.NJINOU-1 R0AI) Lo t. 014�L___Block #--_-----Section -------- ATLANTIC Bb:ACII,FL()RIM 12213-5445 TELEPHONE(904)247-5800 __eS Subdivision:_�.e�UG� ------------ __- FAX (904)247-5805 Street Namerr// I,� y/ DESCRIPTION OF WORK or Address:� 7 _j1y �__-_ CSS - - i If in a^ LOOD HAZARA �J Flood Zone:--------------area complete page 3. Brief Single Family Dwelling Description. ---------------^__------ Class of Work: (New/Remodel/Addition) New-------- ZONING INFORMATION Types of ' Construction:_ Wood gamed__________ Zoning Proposed District: S%ngle Family Residence Estimated Valuer PUD_____Use 7 Exceptions or --------- Materials:__Sgruce� Pinel Furl_S_ Pine i Variances Granted:------------------------- Solid or Filled ----------- -------------- ------ Ground:_F'11.Z.E13......Roof:_aY11IIg Iia--- OWNER INFORMATION Method of Heating;__EjQQLLj.C________ Property Ovner: r t h l F o r i d a Classic Homes ___ phone:_ -- ----- "ailing ' Address------- -�.-.P .�.1.P.S_ wYs. s�3de 14---------------- Jacksonville,-Fl. --------------------- Zip;__ 32256 ------`- CONTRACTOR INFORMATION Contractor:_n r t h Florida Classic Homes Phone; 733-7300 ------------------------------------------- -------------- "ailing � •Y--------------------------- ---Jacksonv_i.11e�_F1.----------------------,------ Zip s 32256--------- ------------------------------ Data:_ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAKE TO EE TRUE ` AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES OOVERNINO THIS.TYPE OF WORK, WILL 0E COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT ODES NOT PP.£SUME TO .T GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES. �, } •: �. REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, IHCLUDI110 THE GOVERNINO OF CONSTRUCTION n:+ TIff • PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS Vii• `!�y�M,�� CONTINGE14T UPON THE ABOVE INFORMATION "I" TRUE AMD CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. -- ----------- ----------- F. a�� •,� ( Owner Signature __ 4 t Date Contractor Sign e__ _ _ _ _ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Address L��f / `TT L � �F SS F\/ Date 2a2 Heated Square Footage@ Sper sq ft = Garage/Shed �Z' @ $ -per per sq ft = $ 9�b Carport/Porch @ $ per sq ft = $ /i q� Deck @ $ © per sq ft = $ Patio 0 —@ S O per sq ft = $ TOTAL VALUATION: S 701 a 0 Tot Val,pation 1st $ 16 _ ,ddo _uy $ .Y. Remaining Value $. per thousand or portion thereof TOTAL BUILDING FEE $ _. _3 i V ?2J + 1/2 Filing Fee $ ,11 � (( ) Fireplaces @ $15 . 00 $ /5-101 BUILDING PERMIT FEE $ 6731 . vJ WATER IMPACT FEE $� 4• SEWER IMPACT FEE $ 010 WATER METER/TAP $ . 0 CAPITAL IMPROVEMENT $ _`�,�a.S: O SEWER TAP $^ Q (,'J ?) RADON (HRS) . 0050 $ 3-Fj SECTION H PAVING ( } $ HYDRAULIC SHARES $ a CROSS CONNECTION $ Q SURCHARGE . 0050 $ 3 OTHER $ GRAND TOTAL DUE $ , ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) f 7-- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) y BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) f COMBINATION SINK AND TRAY (3) ,r WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) f DISHWASHER (2) Z-- WASH SINK EACH SET OF D KITCHEN SINK (2) FAUCETS (2)DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE _� DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) lD BIDET (�) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) B . BLOWOUT (2) LAVATORYBARBER/BEAUTY �(ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) L_LAVATORY. SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT 4 TOTAL FIXTURE UNITS '�-y S $20.00 EACH JOB INFORMATION /0 4 G F 2{,� VF Hpr :ITY HALL RTL BCH TEL No .2475805 TRSB RB'MOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED By CLOSE OF BUSINESS TUESDAY BEFORE THE MEETI-,NG! ^ ? 0 0 l } rroperty owner 's Name Adores* . Telephone Location of Tr Removal/ e Alteration SECTION b - (To be completed by applicants whose property is *onod residential , includes an existing dwellsng, and which is not presently owner-occupied) i . what changes are proposed to the above specified site? 1 , what is the purpose of these proposed charges? Si i. Specify trees proposed for removal as follows: Thee Count Species Sise(DBH x HOT) onditioA a . Will these trees be relocated on the same property? s. it not . will replacement treat be planted? e. Specify proposed replacement trees as follows: Tree Count species 8iee(D9M a ROT) Attacn site pion. (Note: All trees proposed for removal twat be marked on site by I4¢ tape or flagging). i f O 1 i Y NHLL HIL N(.:H TEL No .2475805 Apr 3 ,95 15 :31 No .010 P .04 SECTION 8 - (All other Applicants) : . Property Zoning : 2 . submit the following: SITE PLM/TRAR BURV9r ladicating: a) site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/91N of sit inches or more d) Tree species and sizes a) Trees to bo removed should be clearly "eked , t ) Trees to be relocated should be clearly marked g) Location of any proposed replacewent trees h) Identity trees of special or unique characteristic i ) Idenity trees within 10 toot of construction areas j; Snow location and type at tree protective barriers k) Location of utilities, access** and easements 1 ) Location of vebicle travel corridors M) Location of commercial sprinkler/irrigation systems n) non ceislr-off) o) Staging areas for equipment and material storage s , All trees identified for removal must be marked on site by rad tiagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23, Articie It df the Code of oroinshees of Atlantic beach. Ifin 4 n w6ura Date Applicant has complied with all ]provisions of Chapter 23 and requirements of the Tree Conservation board. Tree Conservation Board Designee Date NOTE: "Tree Protection tot guilders mad Developers" is available at City Hall or from the Divisioa of forestry, 0719 Ment Deaver Street, Jacksonville, !1, 32220. (701-1430) t O ** INFILTRATION REDUCTION PRACT'lC[ YUA?LION= CHECKLIST ** COMPONENT3 SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE 01 606. 1 COMILY WITh ALL INZILTRATION PRESCRIPTIVEC. ..........______.......... Windows 606. 1 Maximum of 0. 34 CFM per linear foot V opz ' �Ine sash crack (includes sliding glass doors) . _..... ... ___ Exterior & 606. 1 Maximum of 0. 5 CFM per sq, ft . of door area: solid Adjacent _Doors core, _wood _panel , insulated_or_glass _doors _only. ___......... Exterior Joints 606. 1 To be caulked, gasketed, weather -stripped or OtherCracks wise sealed . _.........._______________________ PRACTICE 12 606. 1 COMPLY WITH PRACTICE 01 AND THE FOLLOWING: ............ _______........ __............. ....... ........__........ _......... ____ Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors instaljet , Sole plate/ floor joint caulked or sealed. ----------------------------------- ---'—'-- ---------------------------------- Exterior Walls 606. 1 Penetrations, Joints and cracks on interior s�rface & Ceilings caulked , sealed or gasketed. ......._____ ________........ ....................... ...................________......... ............ ... _____ Ductwork 606. 1 Ductwork in unconditioned space must be sealed. ________________________________________________ Fireplaces 606. 1 [quipped with outside combustion air , doors and flue dampers. _.............._- �-__........ _...............___..................__..........________ Exhaust Fans 606. 1 Equipped w1th dampers. Combustion devices sec--- 0 E. 1 ee06. 1 Combustion space and water heating systems provided Heating witi. . .mbustion air , except direct vent appliances. ......... ........... ......................... �� on OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** �................................. 11 -1-..-_..-...................... �� Water Heaters 612. 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required. Swimming Pools 612. 1 Spas and heated pools must have covers (except solar & as heated ) . Noncommercial pools must have a pump timer . Gas spa & pool heaters most have a minimum thermal ef3ciency of 70 perceot . .... ...________ ___________________________........_______ ____________....__... ....._______ - Clower Heads 612. 1 Water flow must be restricted to no more than 3 gal - lons per minute at 80 P3IG. Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . ----------------------------------------- -----' ------------------------------ HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each systam. Insulation 604. 1 C�^ 1 ng� -!mum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11 . ********************»*******************�************************************** 3UMMER CALCULATIONS ***************»*********************»***************************************** === BASE 8LACS------------ --' - | ORI[N AR[A � DCPM = POINTS | TYPE SC ORIEll AREA x CPM x SOF = POINTS .............._______................. __ N 26. 00 65. 8 1710. 8 | DBL CM N 12. 0 38. 3 . 30 | DBL CLR N 6. 0 38. 3 . 77 177. O | DBL CLR N 3. 0 38. 3 . 6� 79. 3 E Z7. 0C 65. 8 4408. 6 | DBL CLR E 30. 0 79. 7 . 94 2235. 6 | DBL CLR E 15. 0 79. 7 . 86 1025. 1 3. 0 73. 7 . 75 5J7. 3 | DDL CLk E 13. 0 70. 7 . 04 O70. 3 S 108. 00 65. 8 7106. 4 | DBL MR 3 15. 0 66. 2 . 93 926. 0 | D8L CLR 3 15. 0 66. 2 . 93 926. 0 | DBL CLR S 33. 0 66. 2 . 38 cis 5. 8 | DBL CLR S 15. 0 66. 2 . 77 764. 6 | DBL cis! S 30. 0 66. 2 . 77 1529. 2 W 51 . 00 65. 8 3355. 8 | DDL CM W 40. 0 79. 7 . 45 1432. 2 | DBL CM? W 11 . 0 79. 7 . 96 843. O ........____... ....__ ............_____________________.........._______....... ............. _.........._____ , 15 x COND. FLCOR / TOTAL GLASS = ADJ. x GLASS = AM GLASS | GLASS AREA AREA FACTOM POINT3 POINTS | POINTS -' -- --' - - '-------------------------------- ' - - --------------------- . 15 1 ,546. 00 252. 00 . 920 i6, 581 . 60 15, 259. 02 | 12, 732. 36 =============================================================================== NON GLASC------------ | A�EA x BC7M = POINTS | TYP[ R-VALUE MEA x SPM = POINTS ---'----- ---------'------'------------ ---` ------------------------------------ WALLS---------------- | Ext 1355. 0 . 9 1219. 5 | Ext WooA Frame 11 . 0 1355. 0 1 . 70 2303. 5 Adj 158. 0 . 7 110. 6 1 Adj Wood Frame 11 . 0 158. 0 . 70 DOORS--- ------------- | Ext 20. 0 S. 1 122. 0 | Ext Insulated ' 20. 0 4. 10 O2. 0 Adj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . Go 2C. 8 | CEILINGS------------- | UA 81O. 0 . 6 490. 0 | Unuer Attic 30. 0 822. 0 . 60 49J. 2 | Under Attic 19. 0 38, 0 1 . 10 41 . O | FLOORS----------- ---- | Sib 106. 0 -37. 0 -3922. 0 | Mab-on -Grade . 0 106. 0 -41 . 20 -4367. 2 Rsd 145. 0 -4. 0 5713. 5 | rind Wow Adjacent 19. 0 145. 0 . 40 to. | INFILTRATION'-------- | 1546. 0 8. 0 12368. 0 | Practice #2 1546. 0 8. 00 12368. 0 =============================================================================== TOML SUMMER POINTC � 25, 112. 57 | 23, 851 . 06 =============================================================================== TOTAL x SYST[M = COOLING | TOTAL x CAP x DUCT x SYSTEN x CREDIT = COOLING SUM PTS MULT POINOR T3 | CMPON ATIO MULT MULT MULT POINTC 25, 112. 57 . 37 9, 291 . 65 | 23, 851 . 06 1 . 00 1 . 070 . 340 1 . 000 8, 677. 01 W�NT[R CALC�L4TIONC === BAS[ === | === AS-BUILT === =============================================================================== GLASC '- ----------' - | ORI[N AREA x BWPM = POINTS | TYP[ SC ORIEll AREA x WPM x ;j 017 = POINTS '------------------- - - - -------- -- N 10 26. 00 -10. G -275. 6 | DBL. CLR N 12. 0 7. 3 1 . 14 00. 2 | DBL CLR N 6. 0 7. 3 1 . 3� 58. O | DDL CLR N 3. 0 7. 3 1 . 48 32. 4 | DBL CLR K 5. 0 7. 3 1 . 40 54 . 0 [ 67. 00 10. 6 -710. 2 | DBL CLR E. 30. 0 -9. 2 . 81 -223. 6 ` 1 DDL CLR E 15. 0 -9. 2 . 62 -85. 6 \ DBL CLR E 13. 0 -0. 2 .57 -67. 8 C 108. 00 -10. 6 -1144. 8 | DBL CLR C 15. 0 -28. 4 . 97 -412. 2 | DBL CLR S 15. 0 -28. 4 . 07 -413. 2 | DBL CLR S 33. 0 -28. 4 -. 09 80. 3 | DBL CLR S 15. 0 -28. 4 . 87 -370. 6 | DBL CLR S 30. 0 -28. 4 . 87 ' 741 . 2 W 51 . 00 -10. 6 -540. 6 | DBL CIT: 40. 0 -9. 2 -. 69 252. 4 | DBL CLR W 11 . 0 -9. 2 . 89 -89. 8 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x SLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | PC]INTC . 15 1 , 546. 00 252. 00 . 920 -2, 371 . 20 -2, 458. 14 | -1 , O53. 5 - NON GLASS------------ / AREA x BWPM = POINTS | TYPE 0-VALUE 10A x WPM = POINTS WALLC' --' ---------- | Ext 1J55. 0 2. 2 2981 . 0 | Ext Wood Frame 11 . 0 1355. 0 3. 70 5013. 5 Adj 158. 0 3. 6 568. 8 | Adj Wood Frame 11 . 0 158. 0 3. 60 56C. O | DOORS--'-----'---- -- | Zxt 20. 0 12. 3 245. 0 | Ext Insulated 20. 0 0. 40 16O. 0 Adj 18. 0 11 . 5 207. 0 | Adj Insulated 10. 0 O. 00 144. 0 | CEILINGS------------- | UA O18. 0 1 . 2 981 . 6 | Under Attic 30. 0 822. 0 1 . 20 906. 4 | Under Attic 19. O 38. 0 2. 00 76. 0 | FLOORS--------------- | Sib 106. 0 3. 9 943. 4 106. 0 18. 80 1992. 8 Rsd 145. 0 1 . 0 139. 2 | Rsd Wood Adjacent 13. 0 145. 0 2. 20 313. 0 | INFILTRATION-- --- --- 546. 0 NFILTRATION--------546. 0 7. 4 11440. 4 1 Practice #2 1546. 0 7. 40 11�40. 4 =============================================================================== TOTAL WINTER POINTS | 15, 049. 26 | 18, 855. 34 TOTAL x SYSTEM = HEATING | TJTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINT3 | C3M7ON �ATIO MULT MULT MULT POINTS --` ---' -- 15, 041. 2S E5. 55 8, 277. 09 | 10, 855. 34 1 . 00 1 . 070 . 472 1 . 000 0, 522. 70 =============================================================================== === BASE === | === AC-BUILT === NUM Or" x MU: T = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BED�M3 | RATIO MULT 3 3803. 0 11 , 403. 00 1 40 . 94 1 . 000 3560. 0 1 . 00 10, 680. 00 =============================================================================== **********************************»******»***« «******«*********************»*** CUMMARY === BASE === | === AS-BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING ||EATING HOT WATER T3TAL POINTS + POINTS + P0INT3 = POINTS | POINTS + POINT3 + POINTS = POINTS .........______... .....___ ...._... __ 9291 . 7 8277. 1 11409. 0 28, 077. 75 | 8677. 0 9522. 7 10680. 0 2C, 879. 72 =============================================================================== ***************** * EPI = 99. 66 * Wo WN b kKK A M Apo,.: [NERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Dailder for DCA Form 600A-93 �r Form 600D-93 0 10 20 30 40 50 60 70 80 90 100 | _-------------------------------------X- | The maximum allowable [7I is 100. The "er the EPI the more eyficient the homs RESIDENTIAL ENERGY PERFORMANCE RATMil 3XE01" 17 HOM[ VALUE Low Efficienciciency 3I�8L CLR DDL TINT WINDOW3. . . . . . . . . . . . . . . . . . . . . Double Clear | -------------X------- | INSULATICOO. . . . . . . . . . . . . . . . . .. R10 R-3C Ceiling R-Value. . . . . . . . . 30. 0 \ ------ -- - ----' - X | R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 | ---- -------------X | R-3 R19 Floor R-Value. . . . . . . . . 19. 0 \ ---- ------'-- -'---X | AIR CONDITIONER. . . . . . . . . . . . . 1C. 0 C[ER 17. 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X -- - ------------- | HEATIHG SYSTEM. . . . . . . . . . . . . . �. 8 HSPF 12. O Electric HOW. . . . . . . . . . . . 7. 2 | X------- - - - --- | WAT[R HEATER. . . . . . . . . . . . . . . . 0. O8 0. 96 E1e00ric ET. . . . . . . . . . . . . . 0. 9� } ----'—'----'---X---- | 0. 54 0. 90 8as EF. . . . . . . . . . . . . . 0. 00 | ---- ----'--'-------- ! 0. 40 0. 80 Solar . . . . . . . . . | ------- - '- -' ------ | WHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Ene/ gy Code oave been installed in this Kause. .........._ ^ Builder Address: .. _�� 3ignat�re: .. ......................... » ' U City/Zip ' _...............__.................. Florida Energv' Code for Building Construction - 1993 Florida Department of Community Affairs FL-[PL CARDS3 ' SERIAL � 7116 » Rcsmar.�J(c ) * 11-02-19]5 WHOLE HOUCE FEAT GAM / HEAT LOSS CALCULATIOM USING FLA/RES(c ) DATA FILES (DAS[D ON A. C. C. A. MAY.U"— J EDITION (c ) 1986 by ............ ________.................. ____ ____________________ PROJECT : 1546 ADDM33 : 120 3ELVA CITY : OWNER : MDG CONT? MRTH FLORIDA CLASSIC |{VAC CONTR � �cGOWAN Cond Fir Area: 1546 SF * GLASS/SF RATIO = 16. 3% * House Faces: East * Climatic Conditions & Design Conditions * 8eographical Location : Florida | Jacksonville .......... �� North Latitude / Elevation | 30 Deg. / 24 Ft . Above Sea Level OutLoor Winter Dry Bulb | 32 Deg. F Indoor Winter Dry BuIb | 70 Deg . F Winter Mctual > Temp. Diff. 38 Deg. F Winter Temp. Diff . (wTd) | 40 Deg . F Outdoor Summer Dry Bulb | 94 Deg. F Outdoor Summer Wet Bulb | 77 Deg . � Outdoor Summer Hum. Ratio 8r /Lb Indoor Summer Relaltive How. Indoor Summer Design Gr/Lb. � 49 Indoor Summer Dry Bulb | 75 Deg. F Indoor 3ummer Wet 8ulb � 62. 3 Deg. F @ 64 Gr /Lb Sucmer Daily Range | 19 Deg. F - M Suumer (Actual ) Temp. Diff . | 19 Deg . F Summer (User SK ) Temp. Di | f , ( 07d) | 20 Deg . F ..........._________.....____________________....._ ............._.....__..............._ ..._.... ________ * HEATING SUMMARY * SM546. APA to MULING SUMARY * SUBTOTAL : 24153. 60 | STRUCTURE SENSIBLE : 16707. 30 | MECH. VENT- 250 Cfm : 5225. 00 | C[NS. + MECH. VENT � 22022. 30 | TEMP. SWING @ 3 D[6. | OCCUPANT/APPLIANCE : 3000. 00 DUCT LOSS : 1207. G8 | DUCT GAIN : 2502. 23 TOTAL LO3S/13TUH : 2=1 . 28 ; TOTAL SENSIBLE : 27524. 53 ! TOTAL LATENT 13370. 46 | 3EN3IBL[ + LATENT : 41502. 99 20% OVERSIZE FACTOR : 5072. 26 120% 3ENS. OVRSZE FTR: 5504. 91 ACTUAL 201 OY[r7:ZE: 30433. 54 MEATS. + 201 OVER3IZE: 33029. 44 * EQUIM[NT SELECTION « EQT MANUF CARRIER CU MOD # ADYCO42-] AHU MOD # F44ANF042008 HTG INP/8TUH �|TG �UTP/DTU8 AFUE/HSPF 7. 2 TYPE HP SEN3IBL[ DTUH LATENT BTUH 40500 TTL CL8 BTUH 40500 TONA8E 3. 4 (3)EER 10 CLG CFM 1400 MG CFM 1400 NOTES: ________________________________________________________________ ^ Florida Building Energy Efficnenc} Rating 3ystems for �ew Residential 2012ings Raters Name: GIL8ERT MI�LER Raters Certification #: 044 Street Address: LOT 120 City: SELVA LAKES County: No County Input Climate Zone: NORTH End Use �uel Costs | Site Energy | Energy Score | Site Costs | Cost Score | $ MBtu cooling: 23. 73 8. 7 73 207 73 heating : 23. 73 9. 6 86 227 73 Lighting: 23. 73 3. 83 36 Misc : 23. 73 7. 6 63 180 60 Refrig: 23. 73 5. 3 126 37 Hot Water : 23. 73 12. 1 42 2O8 15 Dryer : 23. 73 2. 6 65 61 27 Stove: 23. 73 2. 2 65 51 33 Poolh 23. 73 0. 0 0 0 0 TOTAL3 51 . 5 70 1223 57 Estimated Annual Site Energy Use = 51 . 53 MBtus Estimated Annual Purchased Energy Cost $ = 1222. 78 Total Energy Rating (Energy Score) = 69. 98 Total Cost Rating Most Score) = 57. 27 Rating Range Low Use Low Cost High Use high Cost MBtu $ MDtu $ C",lios� 1 . 8 40 29. 7 660 Keating: 2. 5 56 53. 1 710 Lighting : 1 . 1 2J 5. 2 117 Minns 1 . 8 Refrig. : 1 . 4 30 O. 2 182 |}ot Water : 1 . 1 11 20. 0 339 Dryer : 2. 1 20 3. 4 76 Stove: 1 . 8 17 2. 9 69 Pool : 0. 0 W. 0. 0 0 TOTALS 13. 5 236 140. 2 2545 14, OWNER/AG[NT_______________________________ ~............ ........ __.............................._......... ^........ ...�_______ � DATEDAME ___�....�....._ ......................�.................................___........... ........ SN: 71 �6 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CON3TRUCTIO01 FORM 600A-93 Residential Whole Building Performance Method * NORTH PROJECT NAME: 1546 ! BUILDER; SHAFFER AND ADDRESS: LOT | PERM ITTING ) CL1MAKE SELVA LAKES | OFFICE: | ZONE: 1 | j 21 _ 1 3 | _ \ OWNER: ! PERMIT NO. | JURISDICTION NO. CK 1 . New constructionor addition 1 . New Construction 2. Single family detached or Multifamily attached 2. Single-Family- 3. ingle-Family3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq . ft . ) 5. 1546. 0O G. Predominant eave overhang ( ft . ) 7. Porch overhang length ( ft . ) 7. 11 . 33 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0. 0sqft 252. 00sqft b. Tint , film or solar screen 8b . 0. 0sqft 0. 00sqft 9. Floor type and insulation : a. Slab on grade (R-value, perimeter ) 90. R= 0. 00 , 106. 00 b. Wood, raised (R-value, area ) 9b . R=19. 00 , 145. 00 sqft 10. Net Wall type area and insulation: a. Exterior : 2. Wood frame ( Insulation R-value) 10a-2 R=11 . 00, i355. 00sqft____ b. Adjacent : 2. Wood frame ( Insulation R-value) 10b-2 R=11 . 00, 158. 00sqft____ 11 . Ce0ing type area and insulation: a. Under attic ( Insulation R-value) 11a. R=19. 00 , 38. 00sqft____ a. Under attic ( Insulation R-value) 11a. R=30. 00 , 822. 00sqft____ 12. Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6. 00 , uncond 13. Cooling system 13. Type: Central A/C --- SEER: 10. 00 14. Heating System: 14. Type: Heat Pump 15. Hot water system: 15. Type: Electric ____ EF: 0. 94 16. Hot Water Credits: (HR-Heat Recovery, 16. ---- DHP-Dedicated Heat Pump) 17. Infiltrat ; on practice: 1 , 2 or 3 17. 18. HVAC Credits (CF-Ceiling Fan, CV-Cross vent , 18. HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone) 19. EPI (must not exceed 100 points) 19. 99. 66 a. Total As-Built points 19a. 28879. 72 b. Total Base points 19b. 28977. 75 ....._..........................................__.................. _............... ____________....._.................. ________............................ ____ .......... ____ I Hereby certify that the plans and | Review of the plans and specifications specifications covered by this calcu- | covered by this calculation indicates lation are in compliance with the | compliance with the Florida Energy Florida Energy | Code. Before construction is completed | this building will be inspected for PREPARED BY __ | compliance in accordance with Section �� 553. 908 F. S. I hereby certify that this building is | in compliance with the Florida Energy | Code. ) | ( ' OWNER/A8ENT: _ | BUILDING OFFICI DATE: ......... (�/� ~� ~ _ _______________ � DATE: _____ - ----------- ' _ ��________________ ** INFILTRATION REDUCTlOm PRACTlCL COMPL1ANCL CHECKLIST ** =============================================================================== COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK =============================================================================== PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ..._.........._........ ....._.............______..............._.....___________ _.........________..... ........________________...............____________ Windows 606. 1 Maximum of 0. 34 CFM per linear foot i oper^nie sash crack ( includes sliding glass doors) . ..........._ ...__................................................. ..._........... Exterior & 606. 1 Maximum of 0. 5 CFM per sq . ft . of door area: solid Adjacent Doors core, wood panel , insulated or glass doors only. .........._...............___...............____..............._....._....._.........._........ _________..........______..................._... .....___..... .............____..........___.............____............... Exterior Joints 606. 1 To be caulked, gasketed , weather-stripped or other -- & Cracks wise sealed. _ ........................................................_.........._........................._____________...................____ ............................_....................____................................__............. ........ ....._..........___ PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ___.................._............. _... ....................____.................. __________________________ ..................____................. _________... ..........____ Exterior Walls 606. 1 Top plate penetrations sealed. infiltration barrier & Floors installed . Sole plate/ floor joint caulked or sealed. ............................_...................____..........______ ................ _________.......... ..._.........__... ... _______________....._____........ _____........... __ Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked , sealed or gasketed. _______________________________________________________________________________ DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ----------------------__________________________________________________________ Fireplaces 606. 1 Equipped with outside combustion air , doors and flue dampers. ...............______....._.............._-_____-___........ _.........___.................. .........................................................._�_....................................................________________ Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. _............................ ___.....________________________________ ...... ....___ ............_____ ...... .....______................................... ........_ Combustion 606. 1 Combustion space and water heating systems provided Heating with '`"tside combustion air , except direct vent appliances. ---...................----..... ------ ........--------------'- --------` ------------------------------ ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** _______________________________________________________________________________ Water Heaters 612. 1 Comply with efficiency requirements in Table G-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required. ---- ................. ----' -------'------ ---- --- '-- - --'-- - -'--'' - -' - - -----' -- Swimming Pools 612. 1 Spas and heated pools must have covers (except solar & Spas heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent ., _______________________________________________________ ......__.........___................_ Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. _....._....................................._........................___................................._____..........___...................... ....___________ ..................._ Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed , ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . ............ .............................. ........_........ .....________ ........... ........ ... ___ ............................____.................. ___..............___....__________............. .................................... .......... HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. .............................____ ............._.....___....._..._____ _....._..........___ .............______........................... .....................................____ Insulation 604. 1 Ceilings , �� nimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11 . __......................................__..... .......... __________ __ _.....__ _..........__________ ... ..........___ SUMMER CALCULATIONS ******************************************************************************* === BASE === | === A3-BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS .........._......................... ...___ ....................._...................__ .............__... _.....___...............___.................................. .................___ ...........................___..............._ ........_.................... _ N 26. 00 65. 8 1710. 8 | DBL CLR N 12. 0 38. 3 . 90 414. 2 | DBL CLR N 6. 0 38. 3 . 77 177. 8 | DBL CLR N 3. 0 38. 3 . 69 79. 3 | DBL CLR N 5. 0 38. 3 . 69 132. 1 E 67. 00 65. 8 4408. 6 | DBL CLR E 30. 0 79. 7 . 94 2235. 6 | DBL CLR E 15. 0 79. 7 . 86 1028. 1 | DBL CLR E 9. 0 79. 7 . 75 537. 3 | D CLR E 13. 0 79. 7 . 84 870. 3 S 108. 00 65. 8 7106. 4 | DBL CLR C 15. 0 66. 2 . 33 926. 0 � DBL CLR S 15. 0 66. 2 . 93 926. 0 | DBL CLR S 33. 0 66. 2 . 38 835. 8 | DBL CLR S 15. 0 66. 2 . 77 764. 6 | DBL CLR S 30. 0 66. 2 . 77 1529. 2 W 51 . 00 65. 8 3355. 8 | DBL CLR W 40. 0 79. 7 . 45 1432. 2 | DBL CLR W 11 . 0 79. 7 . 96 843. 8 ------------------------------------------- ..... ..... �� . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = 4DJ GLASO | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _.... _.....___ ...........____________________ ____........ .........................___.......... _ _ _ _ _____________________ . 15 1 , 546. 00 252. 00 . 920 16, 581 . 60 15, 259. 02 1 12, 732. 36 =============================================================================== NON GLASS------------ | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS ................ __ ......................___....___... _____ ........______ ................. ............_ ........_... ____....................... _...............___ ............................___...................._............. ......... WALLS---------------- | Ext 1355. 0 . 9 1219. 5 | Ext Wood Frame 11 . 0 1355. 0 1 . 70 2303. 5 Adj 158. 0 . 7 110. 6 | Adj Wood Frame 11 . 0 158. 0 . 70 110. 0 | DOORS---------------- | Ext 20. 0 6. 1 122. 0 | Ext Insulated Adj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . G0 20. O | CEILINGS------------- | UA 818. 0 . 6 490. 8 | Under Attic 30. 0 822. 0 . 60 1 Under Attic 19. 0 3S. 0 1 . 10 41 . O | FLOORS--------------- | Sib 106. 0 -37. 0 -3922. 0 | Slab-on-Grade . 0 106. 0 -41 . 20 4367. 2 Rsd 145. 0 -4. 0 -573. 5 | Rsd Wood Adjacent 19. 0 145. 0 . 40 58. 0 | INFILTRATION--------- | 1546. 0 8. 0 12368. 0 1 Practice #2 1546. 0 8. 00 12368. 0 =============================================================================== TOTAL SUMMER POINTS | 25, 112. 57 1 23, 851 . 06 =============================================================================== TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM` x CREDIT = COOLING SUM PTS MULT 1:"OI1\1T3 | COMPON RATIO MULT MULT 111 L111 POINTS _................................................_______...................... ....._.........___ ......................._.............................__............. ... ............. _________......______________....__ 25, 112. 57 . 37 9, 291 . 65 1 23, 851 . 06 1 . 00 1 . 070 . 340 1 . 000 8, 677. 01 *******************«»******»*«*»:« »**1***k*xY »x'« VAX *»**»�»»*«**»********»»***« WINTER CALCULATIONS **************************************»***************«************************ === BASE === | === AS-BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS .......................................____________________________________ ___________ __ N 26. 00 -10. 6 -275. 6 | DBL CLR N 12. 0 7. 3 1 . 14 00. 2 | DBL CLR N 6. 0 7. 3 1 . 34 58. O | DBL CLR N 3. 0 7. 3 1 . 48 32. 4 | DBL CLR N 5. 0 7. 3 1 . 48 54. 0 E 67. 00 -10. 6 -710. 2 | DBL CLR E 30. 0 -9. 2 . 81 -223. 6 | DDL CLR E 15. 0 -9. 2 . 62 -85. 6 | DBL CLR E 9. 0 -9. 2 . 33 -27. 2 | DBL CLR E 13. 0 -Q. 2 . 57 -67. 8 S 108. 00 -10. 6 -1144. 8 | DBL CLR C 15. 0 -28. 4 . 97 -413. 2 | DBL CLR S 15. 0 -28. 4 . 97 -413. 2 | DBL CLR S 33. 0 -28. 4 -. 09 80. 9 | DBL CLR S 15. 0 -28. 4 . 87 -370. 6 | DBL CLR S 30. 0 -28. 4 . 37 -741 . 2 W 51 . 00 -10. 6 -540. 6 | DBL CLR W 40. 0 -9. 2 -. 69 252. 4 | DBL CLR W 11 . 0 -9. 2 . 89 -89. 8 ................................._..................................._... ............ ............... ........____...._....._..... __.....__ __... ....________ .................................... ____...._____________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS ... .....��... .....� .................... ........... � �� . 15 1 , 546. 00 252. 00 . 920 -2, 671 . 20 -2, 458. 14 | 1 , O53. 56 NON 8LASS........ ..........-....-..............-- � AREA x BWPM = POINTS | TYPE WPM = POINTS ---------------------'------`------------- ------------ --`------------------- WALLS---------------- | Ext 1355. 0 2. 2 2981 . 0 | Ext Wood Frame 11 . 0 1355. 0 3. 70 5013. 5 Adj 158. 0 3. 6 568. 8 | Adj Wood Frame 11 . 0 158. 0 3. 60 568. 8 | DOORS---------------- | Ext 20. 0 12. 3 246. 0 | Ext Insulated 20. 0 0. 40 168. 0 Adj 18. 0 11 . 5 207. 0 | Adj Insulated 18. 0 8. 00 144. 0 | CEILINGS------------- | UA 818. 0 1 . 2 981 . 6 | Under Attic 30. 0 822. 0 1 . 20 986. 4 | Under Attic 19. 0 38. 0 2. 00 76. 0 | FLOORS--------------- | Sib 106. 0 8. 9 943. 4 | Slab-on-Grade . 0 106. 0 18. 80 1992. 8 Rsd 145. 0 1 . 0 139. 2 | Rsd Wood Adjacent 19. 0 145. 0 2. 20 319. 0 | INFILTRATION--------- | 1546. 0 7. 4 11440. 4 1 Practice #2 1546. 0 7. 40 11440. ,v:1- TOTAL 1440. 4TOTAL WINTER POINTS | 15, 049. 26 | 18, 855. 34 =============================================================================== TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT P0INT3 | COMPON RATIO MULT MULT MULT POINTS .............................._........................._......................._...................___________________..........______....._... _________.....__....................____ ............._ 15,049. 26 . 55 8, 277. 09 1 18, 855. 34 1 . 00 1 . 070 . 472 1 . 000 9, 522. 70 =============================================================================== **********aPk; »****«*x**x»« »» Too ^:� WATER HEATING === BASE === | === AS—BUILT === =============================================================================== NUM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS | RATIO MULT 3 3803. 0 11 , 409. 00 1 40 . 94 1 . 000 3560. 0 1 . 00 10, 680. 00 =============================================================================== ******************************************************************************* SUMMARY === BASE === | === AS—BUILT === COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER T3TAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS ---............... ........... .................. ---------------------------- ---------------`-- ----------` —'—'----- 9291 . 7 8277. 1 11409. 0 28, 977. 75 8677. 0 9522. 7 10680. 0 2C, 879. 72 =============================================================================== ***************** * EPI = 99. 66 * ***************** u��Ui For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for ErI= 99. 7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 | -------------------------------------- X- | The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency Hiy' Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear | -------------X------- | INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 i ------' -- - -- - -- X | R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 | ------'------------X | R-0 R-19 Floor R-Value. . . . . . . . . 19. 0 � ----- --- ' --'--- ---'X | AIR CONDITIONER. . . . . . . . . . . . . 1O. 0 SEER 17. 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X -- - -------- -' | HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric HSPF. . . . . . . . . . . . 7. 2 WATER HEATER. . . . . . . . . . . . . . . . 0. O8 0. 96 Electric EF. . . . . . . . . . . . . . 0. 94 � ---------------X----- | 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 | -------' ------------ > 0. 40 0. 30 Solar EF. . . . . . . . . . . . . . | ------- - ' --- - --- | OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. ^ Builder ` �c- Address: _]��}��_ 3ignature: .. .......................... « ' City/Zip ' _��_____________ Florida Energy� Code for Building Construction - 1393 Florida Department of Community Affairs FL-EPL CARD93 �� * ResmanuJ (c ) * 11-02-1995 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c ) DATA FILES (BASED ON A. C. C. A. MANUAL J - 57VENTH EDITION (c ) 1986 by A. C. C. A. ) ..................................................... .....____.........._..........__ ...........................................__________________________________..........___....................___ PROJECT : 1546 ADDRESS : 120 SELVA CITY : OWNER : BLDG CONTR : NORTH FLORIDA CLASSIC HVAC CONTR : McGOWAN Cond Fir Area: 1546 SF * GLASS/SF RATIO = 16. 3% * House Faces: East * Climatic Conditions & Design Conditions * _............. ....._______________ ...... ____________________________ Geographical Location : Florida | Jacksonville ............ �� `��` ��` � � � �`�� North Latitude / Elevation | 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb | 32 Deg . F Indoor Winter Dry Bulb | 70 Deg . F Winter (Actual ) Temp. Diff . 38 Deg. F Wintwr Tump. Diff . CwTd ) | 40 Deg . F Outdoor Summer Dry Bulb | 94 Deg. F Outdoor Summer Wet Bulb | 77 Deg . � Outdoor Summer Hum. Ratio Gr /Lb | 114 Indoor Summer Relaltive Hum. | 50% Indoor Summer Design Gr /Lb . | 49 Indoor Summer Dry Bulb | 75 Deg. F Indoor Summer Wet Bulb | 62. 3 Deg . F @ 64 Gr /Lb Summer Daily Range | 19 Deg . F - M Summer (Actual ) Temp. Diff. | 19 Deg . F Summer (User Sal ) Temp. Diff . (sTd) | 20 Deg . F ____________________________________________________________________________ * HEATING SUMMARY * SH1546. DAT * COOLING SUMMARY * SUBTOTAL : 24153. 60 ! STRUCTURE SENSIBLE : 16797. 30 | MECH. VENT- 250 Cfm : 5225. 00 | SENS. + MECH. VENT : 22022. 30 | TEMP. SWING @ 3 DEG. : 1 . 00 ! OCCUPANT/APPLIANCE : 3000. 00 DUCT LOSS : 1207. 68 : DUCT GAIN : 2502. 23 TOTAL LOSS/BTUH : 25361 . 28 | TOTAL SENSIBLE : 27524. 53 ! TOTAL LATENT 0 13978. 46 ! SENSIBLE + LATENT : 41502. 99 20% OVERSIZE FACTOR : 5072. 26 120% SENS. OVRSZE FTR: 5504. 91 ACTUAL i 20% OV[r7IZE: 30433. 54 | SENS. + 20% OVERSIZE: 33029. 44 * EQUIPMENT SELECTION * EQT MANUF CARRIER CU MOD # 38YC042-3 AHU MOD # FA4ANF042008 HTG INP/BTUH HTG OUTP/BTUH AFUE/HSPF 7. 2 TYPE HP SENSIBLE BTUH LATENT BTUH 40500 TTL CLG BTUH 40500 TONAGE 3. 4 (S)EER 10 CL8 CFM 1400 HTG CFM 1400 NOTES: ________________________________________________________________ � Florida Building Energy-Efficiency Rating Systems for New Residential Duildings Raters Name: 8ILBERT MILLER Raters Certification #: 044 Street Address: LOT 120 City: SELVA LAKES County: No County Input Climate Zone: NORTH End Use Fuel Costs | Site Energy | Energy Score | Site Costs | Cost Score | $ MBtu cooling : 23. 73 8. 7 75 207 73 heating: 23. 73 9. 6 86 227 73 Lighting: 23. 73 3. 5 42 83 36 Misc : 23. 73 7. 6 63 180 60 Refrig: 23. 73 5. 3 42 126 37 Hot Water : 23. 73 12. 1 42 288 15 Dryer : 23. 73 2. 6 65 61 27 Stove: 23. 73 2. 2 65 51 33 Pool : 23. 73 0. 0 0 0 0 TOTALS 51 . 5 70 1223 57 Estimated Annual Site Energy Use = 51 . 53 MBtus Estimated Annual Purchased Energy Cost $ = 1222. 78 Total Energy Rating (Energy Score) = 69. 98 Total Cost Rating (Cost Score) = 57. 27 Rating Range Low Use Low Cost High Use High Cost M B t u $ MBtu $ Cooliny : 1 . 8 40 29. 7 660 Heating: 2. 5 56 53. 1 710 Lighting: 1 . 1 23 5. 3 117 Misc : 1 . 8 39 17. 6 391 Refrig . : 1 . 4 30 8. 2 182 Hot Water : 1 . 1 11 20. O 339 Dryer : 2. 1 20 3. 4 76 Stove: 1 . 8 17 2. 9 69 Pool : TOTALS 13. 5 236 140. 2 2545 � OWNER/AGENTRATER~____'__________°^�^�_��_______ � DATE DATE ^ � ______________________________ 14uv 1J 7J IL—u l MAP SHOWING BOUNDARY SURVEY OF LOT Z,91 - BLOCK AS SHOWN ON MAP OF .SEL YA LAMES UN/T T/./ReE AS RECORDED IN PLAT BOOK 44 PAGES GO_GO OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 5Al'9Ff'ER sums eNTERpmme5 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE mENnONED PLAT. rRe& LEGIE�Nb P/NE = P_ /06' PAL m = PA_ oA�< = D. j'ART of SE7C710A1 /7, Tr>wr✓sNiv E.eST .Q9' 2•p, r � I V � _ P 144--39 12 R JJ.le 74 115 ra Q 'q� A►c Z` ��„ � 01 A• r6"PA• 6 14,9� 0WINNOwa A-��IC 'GIs"PA. s yg,�t o' i p?P _ .1¢s'3, o. A o CID 0 �N j a V, 3 rX 1 1• (0 PA �Soff 12" a' f L _I z �,a .1 t ao �1PR a�f yrp0 J- `�'Os`�,q ,Fk O v�8v G E ? ,NN\NG oFF� I�EPS� o' L /TYLE" C yWR,r5.5 f(E Y erg pE I HEREBY CERTIFY THAT THIS SURVEY,PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER SIG 17.6,FLA,ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFYTHAT THERE ARE NO VISIBLE ENCROACH- C011POUN wa aWlarrt MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. a If$ ►�v ••art 11101/•law-L o f .a t7aA MOD CERTIFICATE; THE LOT SHOWN HEREON IS IN FLOOD I.R.L. auRolAo 0e6TlaCTION LOW ZONE X I AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. ` Ca-T..L-WOLM pod/ D ■Avium MAP, COMMUNITY PANEL N° 120075- DATED -/7--�� IAA MALOa AK, JAtklOMVILIr, FLY af20T 11 ARC aatAaca r coo, cMolla INSTANCE r.C. POINT OF OyaTATWIN S ,T, URVEYED ► WMT OF,MIO.IGT ISTM D SURVEMA NO.d7C/P FLA 1A.C. POINT or IRVIPaR C/FM SCALE: JOSE .4 P.C.C. POINT OF COrroull0 MOM VrIeLD BOOK S3 00. 70 MAP SHOWING BOUNDARY SURVEY OF LOT 17- BLOCK AS SHOWN ON MAP OF .SELYA LAMES UA/lT MRA64 ` AS RECORDED IN PLAT BOOK 44' PAGES 40- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR. SA109"Foq 50AZS 6NTERPR/6E5 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. TReE LEGIE�Nb P!A.IE = P_ /000_� PAcm = PA. 0,4,6< = 0. oA.QT OF S47C7/0A/ /7 T77K�i✓SNiO Z SUUr/�, RIJn/GE Z9E.OST ,Qp' 2•P � P coq �'�Qki �� jz•p• 35.00• 33, Q cl PA. AIC 14. `3 0 � O s, o a!, p �N j o ty p' zz 'z 4, A4 O v 2 � 45 P L E P• EP E� `o $�Ip E��+�' �,P C PN�� 6o F`c� -v P NDN tcE 5%A G /TYLE• yi0RE55 f(EY ��rc� CLQ a�r"Nc&io 1gg5 I I HEREBY CERTIFY THAT THIS SURVEY,PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND; TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER FLA,ADMINISTRATIVE CODE CONCNNETE OONUM MY (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- otm 0111014 MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVE Y. o ,n EY ll o vt•�an SMT I NOw•t,e.07"RQQV CERTIfICATEi THE LOT SHOWN HEREON IS IN FL000 r.r.L. ruaDINO"EeTLnCTION UNE ZONE X J A3 SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC, CE'r.AL ALaLII 000/ '0 A RADIUS MAV, COMMUNITY PANEL N° t20oTS• DIETED -/7-d� IeEa MAL OO AV[, JAGkfOMVRII, iL1 alSei A .INSTANCE r CM, CNONO VISTARCE SURVEYED ApR�L ¢ 1995 � �- r.C. POINT OF ANGENCNS P.T. ►olpT or TANOE.�• ISTERED SURVMR NO.J3C1r FLA Y.N.C. POINT Or htvIMR Cl/M r SCALE: G f,01E .4, /�,'L G ►.C,C. POINT of COMPOUND Q.M MISSION mm� 'FIELD BOOR S 57 PO. 70 MAP SHOWING BOUNDARY SURVEY OF LOT Z, r_ BLOCK 7 AS SHOWN ON MAP OF . ELYA LAkE5 [/A/!T E AS RECORDED IN PLAT BOOK 44 PAGES 40- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: Si/I9fiFR 4�507 S ENTERPR/6E5 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. rReE LEf� NO : PAcm = RA- OAX = D, PART OF SEC7�OA! /7, T27Kii✓5.r�/O SUUT/� RANGE 2 9 E�45T .•Qt 2.P lo' ;C Qtr 211b' QD 61 P G ti Alc 12"P. ,0 .s+ �Pd, "4" Y. 'O1 PA '11% 0. r �t��, �s 9 PSP _ .1¢•33. O. A, >< ID O � �7 5•S�. � "'q 1 � Q. Q Al ` o' h `� w t 1 cl 0 1,2 G. Qi j 9�Po a� z ol CP44 GI&P�N\NG ofF`C� e� I HEREBY CERTIFY THAT THIS SURVIRY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER!1017•!,FLA,ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- ' CONGIIeTe pOeUN INT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. • In"F0111ID own 0 1110"err IA!OIN-LA»sI FLOOD CERTIFICATE; THE LOT SHOWN HEAEON IS IN FLOOD r.e.L. euLLOlge■Z0TInCYIOW U1W ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. c °"Te'L'AGLe 00f'7/MAP, COMMUNITY PANEL NO 120013- 00 � `0 , DATED f-17-d9 1641 MALOo Avi. JAO1cfoMVRI[, rLA $2207 A :Ao'um A aIle OIeTANCe GM, OMOHO 010TAeee A1OR/L 4 �� 95 POW Or GIA•VATUM SURVEYED (��, � P.T. ►OMT 00 TAIIOaeCT SCALE: �' �� IaTeTlm sugvE�oa ND.dJGY. FLA F.A.C. POINT Or 11ereMR GUN" ��1L • �/�L L /.C.G. AOIAT or color*~COW 7N1tlD BOOR „5'37 PO. 70 PAGE . 002 APR 18 ' 95 6 : 34 F12 BEAM}- 1 n F11 cn F 1 rn F10 F2 ci Lo FJ F3 m m I F4 F8 rn F7 cn a rn F5 F6 BEAM-2 21so" U� rn z;=:u 00 0 >0 rn ca I n n 20 ' 8 ** TOTAL PAGE . 0TOL' ** 4aq: 5—1 Fj9 tdI T $ F 1 14 1" 4 YQ THIS DWS. PREPARED FROM C[W..PU1ER INP T LOADS 6 OIFZUSI i SUBMITT FIY TRUSS MFR. OJ TOP CHORD 4x2 SP #2 N REFER TO ORANING A150 FOR TYPICAL PLATE LOCATIONS. • CD BOT CNEBS 4x2 SP #3 N TRUSS DEFLECTION MEETS L/999 LIVE AND L/797.03 TOTAL LOAD. uI + 2%6 83 HEM-FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH (_'3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHD)N. IT CANNOT BE USED 10 EACH TRUSS WITH 3-10d NAILS. STRONGBACK RATERIAL TO CE UPSIDE DOWN. TOP OF TRUSS MUST BE MARr•EO BY TRUSS FABRICATOR, BE SUPPLIED BY ERECTION CONTRACTOR. a •• SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF BEARING. ANCHORA6f: TO BE DESIGNED AND FURNISHED BY'-,OTHERS. I----2'6" ----�-� '�--- 5'4"8 _ _2. 1"14 6 '7"8 �1 4 ( x4 X4 x x4 x x x l _ ri9 1' �ff 3x5 3X3 1X4 X X3 X 14' 1" 14 X 3 2X R=771# W=3"4 R=772# W=1" 10 r17 -r �) TAG = T1 SED: 10391 T) PLT . TYP,-ALPINE DESIGN CRIT-TPI OTY = 5 TOTAL - 5 REV. 17 .3Q SCALE -0.5000 ALKW EHS)4EEDLD PA3JOC)S, Dr. 11155E5 H:OJIBl E1"KHE (-.49: 04/18/95 TC LL 40 .0 PSF REF rl xXIMPORTANT*x s44•_L HiT BE PCSFU133PLE ECR ANY WARNING IK Ni//7_]k3. EFECI:GV A-43 ,, 11 TC DL 10 .0 PSF DATE 04/18/95 O:vI aT7D4 FROM !HIS BCSiWI Da 7H_SC SPEC IE ICA770%S, OR AVY 9PA.JAD- SEE n38-B)8Y 7;I. SCE THIS O.5]SN '` L 1�/� /1A f&hUPC TO OVtLO IHC TN55 1N Al\T90NAACE wt III BSTBB 6f 7P7, *On �D0100.1aL SPCCIA�_ PCPMIAENf E"W'IPS BE 111101, E ---- /niLl\\},t/� A'.a1NE CDb*ECUP3 Ant KILE 0r ?364 SAL4. S-Eft Y.EET[)IS AS1M Do70FMFNIS. UALESS 01HCPKISE PS35 Lt[0, 70P _ 8C OL 5.D PSF DAWG A446 CB O FKEF-I AS NGTEO_ O tY CobTCCTCfI% 10 CACH F� Or C/9P0 S41LL BE LATE014LLY BP.UED W)TN PnorEP 5606 d d PSF MSK = 1PUSS AND UEESS OTfETMSE LOCATED CA'MIS V-SIGH: POSWID4 LY A:fA�83 PLY%=S„Ebi HIW> 113TT0H CI'OP0 _ P _ BC LL COAI,ECtCr6 PEA OPAxpnS 130, )SO S )EDA-F. DESISN SIA4D4005 ACTH M3'ZRLY ATIAL'.ICD PfG)O CEll)HS -- SEE - STATE or z TOT.LD. 55 •0 PSF O/A LEN. 14-1-14 COWCrN v/A T.IUBLE PADYIS1015 CE tfJS i 1�). AN ENi)4E[P'S ALP1f1: TECM4'1CAL IJ'OA7E (7/1/411 FOR PROKPt * f`_ SEAL oN IRIS nnAwtpjc AT`PLlrS TO IIE Oi+':1Y.YT CEP;C7E71 AEPF cn-4-L% APPL fO.T10Y, fLI44IS-1 A COPY Or THIS P� Q RJ4 Q- DUR.FAC. 1 . 00 IN C'_A VQ SMALL rail BE KL1E01,{�.iV 14 44Y O7,f.H AAT. CCSIoB 10 TIF ,H755 Cr4,clM Con1PAETon. IlrF ? r� r'� /� ): 10 F R, AST 1 ! V7 7 CY P 7 4 r 1f N!"T(7,r_7 •1111 ,Ill SPACING 24.0" TYPE SY42 JO Tj_j rjg UPJ 1 F2 1 i' S 1 SY4 THIS QMfV PREPARED fROM OFIPUTER JNPtjT LOA($ C INENSI NS SUDMi iTf ()Y-Tnvss MFR, 0) TDP CHORD 4x2 SP Y2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. O BUT CHORD 4x2 SP 12 N m WEBS 4x2 SP e3 TRUSS DEFLECTION MEETS L/999 LIVE Attu L/951.68 TOTAL LOAD. w * 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH (D NOTE_ THIS TRUSS BUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-iGd NAILS. STRONGBACK MATERIAL TO Q UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. L1 s+ SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF BEARING. ANCHORAGE TO BE OESIGNEO AND FMJISHEO BY OTHERS. m �vc4 X4 3X33 X3 3X3X5 Ln in H +Sti 9 S' 3 X 44 3X 1X4 1X4 3X3 X4 11 ' 11"6 x2 2X R=664# W=3''4 R=651# W=1 "10 �I T,J SE©_ 10394 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL a 1 REV. 17.3 SCALE 0.5000 ALPIKE Ek'"W-E4:] Pi owlf$ 11:C. TAJ,LS HEIW_PE ERTDEK Ct4: 04/IB/95 TC LL 40.0 PSF RCF rl t *IMPORTANTHN SHALL E9T K ,ESPONSEOLE TOa AhY TVARNING 'u NAKCLIA,. :MrljtYl A43 y /1fAYIATIOH MY.TILLS CES76K DA THESE SPZC)T7CAT(C119. OR Ah7 B)%%r)Mi. SEE".a-DI BY IN.S_E TMS DES)e% 0�1T1jTC OL 10 .0 PSF QATE 04/18/95 FAILVJE 10 OVILD!K IAJSS IN C8hfCf"V4:L KITH(Y TEL) OY TPL. FCA A001IMML SPECIAL FfFNVC1TT DFOCIN3 OE V l� ALPI%L COCAECTEfS Aq: HADE OF MSA GO C. STEEL WEING A£TN W)AEKEN'TS. LN.ESS C7YETStIS. 1DDTCATEQ IDP � BC OL 5.0 PSF DRIIG L A.4A5 GO D EAtEP( tS%DIED. AMT cr"14:C10PS'0 EACti FACE Cf 061:1 WALL 9- .ATEPALLY SIAM METH P.gDPUR 1 _ r�s� 0.0 � f} �+`, IAJSS AhO UAESS 77.1CnHISE LOCA rEO 0Y THIS CES101. POSIT_CN LY A7TA[TEO P YHCCC SLEXIV11KG,, W.104 CPCPD - K _ OC LL v• (v� PSF MSK CUMSECIORS TEA 044"IKSS 110. 751 L ISDA-F LESIGV STAMDAAn 111TH PFEVEA-Y ATTACTCO a701D MEW;-- SEC - STATE O' ,_ TOT_LO. �� v PSF Q�Q LET,►. 1 1-11-5 COKTOPK M/fA7+I.:AOLC PPWLSI0`9 O' 403 C 'P7, A%EAt WA'S ALPIhf 1EOIY)CAL Lf'1JIIS :)/tM F04 PP(MA p T` SEAL dJ INISDIAHIAS APPLIES TO 1NI COK-ONPR1 OCPICF[D N_H= DnYNAII IF�.I[ATION_ cbOV7SkA0OPT OF T/OS 5�, ORTd Q". DUR.FAC. 1 .00 1N G{%. AYJ SHALL /AIF DE R-IE]UPPL: (1;AVY OTPEP Wf V. DESIGN 10 THE 1PV C(q(CTTDA CCr%YRACTBR, It/TEE + L� �+T �+ �1 /1 -:P 1PJS 1 AI 'FI Tfl AE5 - NAT "L' T[(1,11(.4 1 N A f 7 T N ��f.l „��.+�, SPACING 24.0" TYPE SY42 5-i 59 UNIT F3 )0'5"14 SY42 THIS UNG, PREPARED FROM COMPUlf_R INPUT JLCADS 5 OIMENSTONS S BHITTEQ DY TRUSS'MFA, V TOP CHORD 4x2 SP 82 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIOI45. t9 BOT CHORE) 4x2 SP 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION FLEETS L/999 LIVE AND L/775.61 TOTAL LOAD. LL + 2x6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH 0 NOTE: THIS TRUSS PAYST 13E It;STALLED AS SHIGWN. IT CANNOT BE USED TU EACH TRUSS KITH 3-100 NAILS. STRONGBACK HATERIAL TO Q UPSIDE DONfJ. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTIOM CONTRACTOR. EL ++ SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FRDM SLIPPING OFF BEARING. ANCHORAGE TO BE DESIGNED AND FURNISHED.BY'UTNERS. 2 g n 5'4118 - (�_— - - 4 1"8 ------ X4 ( X4 X 3X 3X,4 X X�I t = ul En . 3X_-4 3X3 7SZ X4 LX X4 10'5"14 X2 2X R=5830 W=3"4 R=570# W=1"10 n r� rhSEG: 10401 u PLT. TYP.-ALPINE DESIGT4 CRIT=TPI 4TY = 5 TOTAL - 5 REV. 17.30 SCALE =0.5000 ALPPE EKGINf-E/_O POI,IK.TIS, 14C, IB:Is"s RLOJIOE Exrn--.0 CALF 04/18/95 1'C LL 40.0 PSF itL'F CO 9X IMPORTANT*X SfuLL qOl BE R:S10-SIOLE FCF) LrY WARNING )K fANrxIR;. EEtcTION rrn t1I1 DE)OW10K rgOK TKES 0-SM OR 1H_SE 5PEC)rICATICNS, 0;*KV enACING. S( me-BI oY u7. sCE 1N)S DES)CU •L US 167"--" TC DL 10.0 PSF DATE 04/18195. CAILLnt TO BUILD RE IAJSS IN O3Vr0PV NX 1431H CSTeO BY IP), FOP ATO)1)DV6- SPECIAL PIR4AKENT B4ACENG rf_ 'Y ALP{N, C9tiK[CTC/5 ACE 460C CF 203d GAL':. stECl tEEi114i dsiB OUIIEN=105. UKLESS O'IERK)SC IrO7OATID, 10- BC DL 5.0 PSF DRWG Z Ate(GB O EXCEPT AS TIDIED. AfAf COtfF.ClOns ID 0.01=ACE OF EMF4)SLIM.. BE L41ETO LI OAACEO Y IIK PVI)PZA 5646 !IV>-S AKB WiESS 01K-RAISE LO:LT{D ON IRIS CESEWd, M511101t LT AllAC-ICD PIYKCCG 441;diN]RL. 93710K CH";) _ K - BC LL 0.0 PSF MSK CO' _MC S PER CnXIONSS IPO, 150 C IFJA-F. DES)G+SIA4DAPC6 A11A-WEPLY ATIAr)1:O AISID Cf)LIKG-- SCC NATE OF TOT.LD. 55.0 PSF 0/A LEW, 10-5-14 Ct14=OBK kf APPLECl9_E PPO'.mIOtiS Of N33 C IPE_ AV EN;)KErP.'S ALP14E ICCt-"CAI LM41I I)/]left Con P.lj'CP P S<A; Or: THIS CnAWIK; APPLIES TO TIE COKPONT.NI O•PICltD WE Lf -i-LL APrt1CAT WK. IUPNIV7 A CDPY D' TPIS ,k1�� DC+t9 4' QTR.FAC 1 .00 14 UNLY. )NJ S V.L KOT OF RELICO 1Y314 IN AIPf 0147A KAY. O]SIOK Tr Tr¢ 'RYaS QLLCTICI/Cu4TiVClOn• NEE�� ` SPACINS 24.0" TYPE SY42 --IIS • iA P1 AI 'r+'1 1 T Y: . 1:34 NAl] A_J D;s - i' f f ^.LI 'IK fop UC-1;511 YI 1- ''111 ��1�\' Job: —105 UNIT F4 17'7"2 SY42 IRIS DWG. P1EPAnED FR031 COMPUTER INPUI It-DADS G OIRENSIOA"S SUBMITTED BY TRUSS MFR. tf) TOP CHORD 4x2 SP t2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. L'Ii BOT CHORD 4x2 SP I2 N iSI HERS 4x2 SP 03 TRUSS OEFLECTIOPI MEETS L/480.00 LIVE AND L/460.00 TOTAL LOAD. w t. 2x6 03 HEM—FIR OR BETTER CONTINUDUS STAONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOW14_ IT CANNOT BE USED 10 EACH TRUSS WITH 3—I0d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKEO BY TIIIJSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACIOR. LL ++ SPECIAL CARE TO BE TAKEN TO PMVEN1 TRUSS FROM SLIPPIN4 OFF BEARIP)G. ANCHORAGE TO BE DESIGNED AND FUR141SHED BY OTHERS. �- —2.6" ) 4X4 V �i 7' 10"8 ►T. 7' 10"8 14(R) 3X5 __-3X - X 3X3 3X3X4 4X6 T Nz1 1'S' + — 4X X4 30 7X4 1X4 x3 X4 QX g. 1.. 17' 7"2 2X3 R=974# W=3"4 R=961# 1y=1"10 2X3 T T TAG T4 DESIGN CRIT=TPI QTY - 2 TOTAL - 2 REV. 17,3 SCALE1-0 3750 A•_P)4 E407NEEREO PROOKYS, INC. TP46sEs PEOUIFE Eic'n-NE CAPE QQ j18/95 TC LL 40 .0 PSF REF *IMPORTAN I X „A_, N0l BE FESMCSIBLE FEN ANY elARNING n, 1443LIA6. EFEC1)ON AND Irl 10.0 { /� J Q [1 t O°Y)A110N fp3V ir<[S LES)h)On 19c SPCCIf)C-t TlOEs, Q7 ACY BRACIN). 5.E Y.IB-91 9Y TPJ. S[f :N)5 DC57LI: .Tf IYf1 TC DL 10.V PSF DATE QQ/ 1C7j75 FAILUOE f0 BUILD TI'E MktS )N C31 044ANCE VIIN YS166 CY 1P). FOP Af.0I1)OYAC v'EC)A. PERPAt€M C b:JN6 FE ,A'.PINE CCfl.E0045 APE wff Cf 2: t GAIN. STEEL NEETIRG ASTM OUJREIENTS. Ut.LE_5 OlY_BNISE (WICA1ED. TCP ` 13C OL 5.0 P5F DAWG A46$ 64 B ExC'EPI AS WED_ /PP..Y 0344CCIMS 10 EACN fACY 0: C�Dno 4m t BC 1 A3ER4•__i BPACED br:1N rnUpER 44tttt SHJ6 _ (� 1I�1 1R.15S AND IIJ.(SS Olk*Wf SE LOC4IEO 04 TVIS CESI FK. W,31)04 _Y WAAN_O PCYA{/J)SiEAI"TAL. W-104:NO-D ` * RC LL 0•/0 PSF MSK C044ELTnFS PER 'JRANI/ILS 130.. 15J S 16OA-F. CES)6N STAwot9n5 NITN F%'. _Y Ai IA_I_]RILID CCIEIN3 -- SCC STA.IE O - TOT .LO. 55.0 PSF OSA LEN. 17-7-2 C•?v:DOr A/AF4('•ABLE FTY�.]<)(isS O- 435 C TP). AN EAGIN:EI'S ALPTIF 1CC-I�ICAC U 0411 II/:/9:) fol PnUI•Cli P'�. 4 S;t•_ ON ells oaenn.D uu tts 10 1.I? cDpPa.i N1 JEr)c1cD.I;PE Dn'tNul V`-'..1 f.ATfO'4, fJ11RI5w A[i1'Y Of nuss•F/ ofllo Q. DUR.FAC 1 .00 311 ONLY. AND S�AI.L MWElt W-1-YE 3 Uln4 I);ANY OlnCn A•AY. DISIV17 4 TO I.-C 165 iN_:CTIc- Ctylit"1Pn. G`�N -Ir1 - IR c F A: -N;n1 u A 1 f Aar nvAen, r Ar n f N A n•.-tRA-I A• .at"�` SPACING 2.4.0" TYPE SY42 __. Job: 5-1059 UNIT 13 FS 5'7" SY42 THIS QKG. PREPARED FROM SOMPUlUn INPUT LOADS 6 DIMENSTONS SUBMITTED BY 'CRUS MFR. TOP Cft(O00 4x2 SP t2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 601 CHORD 4x2 SP f2 N WEBS 4x2 SP t3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. w NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOKN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. (T CL -7"B -�----2 4 ----�-- 1 7.8 -- �}C4 AX X4 IXa x } IXvz 4 IR 1" X3 3X _5' 7 :::]! .1 x2 2x R=307# W=3"4 R-307# W=3"4 u� -r r- T; TAG = 15 SEO: 10407 _ PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY - 3 TOTAL Q 3 REV. 17.3q SCALE =0.5000 AI.P[/F f>5)V_Ep:O PPCCV'Is IKC ,H135E5 orwi£ EF.T7EPE Ca Af 04/18/95 TC LL 40.0 PSF REF 03 XIMPORTANTM*SfLAL.L �„ SE ACSROAS[d-E FOR Ar. 4ARNING It&.LITAG Ei1CC110F M) DEYfATtOV FROH THIS 8E576K Cn tics[ SPCC)FimtOHS OR Aw BAUC)Rp. SEE Hie-9, DY IP). SE° 1,1S CESI(Y! S 1 1j' TC DL la.0 PSF DATE 0�1i8i95 VAILLpE 10 WILD uK TPVSS IH COtir DPPAACE PITH a31e0 eY !P1, 1`07 ADOTIIUL4•. SPECIAL PEF"V1E)) RPACDAi , V �'-moi ALPbY: CD)AECOAS APE PACE. Cr- 206A GALV. STEEL N ET16G ASIN OA)4EY.CNIS..U-4-USS11A/ IRCC TIE155 CATECL 10> 1- B _ BC OL 5 .0 PSF DRYIG LL E JS Ams 03 E)CEPI AS ADTEU• V?�Y C0CTC4n 10 EACH LACE 4' MRO SHALL OL LA1EPALi 0;ACEC VX, ITH p -Eq 55I)b Fr�� rFJFSS AAD ULESS DIKAV)S- LDCAIED Cyt'HS D2 SJ 6L, FUS11301 --Y ATIAFJEO PLYK000 S`1_A [3 V1K6. MTa4 CH3n3 - DC LL 0.0 PSF C�`K COYVCCT ens F¢p ORA4'CN35 130. 150 C jcen r. 0_5)6/:StmDARDS "Ill'.m3:017 AITAJj G)81610 SCC -f �SIA1E �t = TOT-LD. 55.0 PSF 01A LEN. 5-7-0 COKFORP 4'/R�7_1CAriLF PADVISIU-S 0; N)S L T�). At;fHi).+_CP•S ALPt.F TECMICAR L0041( 17/1/91) F(iR PR3PCn. S 1016 DIIAWEW, APPLIES 70 trri COVRNRExT V(PECIEO PCPf rjz,v%%_ LR(+L ICAI SOV. C1r91.TE11 ACDIV U: Mir Q s� OH50 Q DUFI.FAC, 1 . 00 Jk V&7. M,3 51J1t N',1t pE iii]EO D^OK lot Ally 071(A wAY, CLSIGV i0 71f :AJSS LPI CT CCr!C•;�11RAC1 Ln. `I)jEE�� —P) - lm.cs P Ilf, jtrljlk0f_. xU "" xA c :x SPf r A, x r ll++ trL'r. .+ SPACING 24,0 TYPE SY42 '10 L5 S-1059 UNIT F6 12'5 4 SYA IHlS DWG. F'REpARED fgDM CONPU7ER TNPUT it-DAM R DIVENSI R5 SU I17ED BY 1f7JSS MFII. N TOP CI7ORD 4x2 SP #2 N REFER TO BRAWING A150 FOR TYPICAL PLATE LOCATIONS. n r DOT CORD 4x2 SP fit N 0 WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/"9 LIVE AND L1841.39 TOTAL LOAD. w NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CARNOT BE USED SHIM ALL SUPPORTS TO SOLID BEARING. UPSIDE DOWN. TDP OF TRUSS MUST BE MARKED BY TRUSS FABRICAIDR. ,T LL I 1 X1---3 4' 1 8 4 -3" -----}--- -- - 1 '7 8 -y �xA ( 3x 1x4 13 3X6 1X4 1X4 JX3 in ;n 3X3 3X3 1x4 3X3 x3 3X3 8.4.14 4. 91J x2 2X2 2x L 12.5„4 A=473# W=3"4 R=664# W=3"8 R=234# W=3"4 TAG = T6 SEO: 10411 PLT. TYP.-ALPINE DL-SIGN CRIT=TPI QTY - 2 TDTAL - 2 P.EV, 17_3Q SCALE =.0.5000 4LP)t& E43191EPED 9a33JCIS, :t4C +R.t�ES P(OVIR' CY.TPEKE C44L 04/18/95 TC LL 40.0 0 PSF REF (� X)(IMPORTANTXx SHALL IW BE FEVC11G)8-C FOF -11 WARNING :H HANDLIMCn enECllm 440 ltt 11, /'l t� (� CEYCA;}Oa FXOB t'. G4 CESSG4 DR TiESE>PEC)FIC�13045. OA July 694:)68. EEE"(8-91 BY IN. S'_ IMS OES)CL' i��t� � 't TC OL 1 O.0 PSF DATE 04/18/95 \�U1V`Y(6�1 FAIUAE TO BUILD il{ IrtJgS IN CC4fO'404CC N;IH 01180 By 1P), fQ4 ABG(I;ptLL S-cC)AL PEPIAWiNT RPN:)V:RE ) pp t� 0� ALPINE 014%ZCTOPS AFE NSOf OF XdA G4LY. STEEL NzEIINO ASIN 9JIREPELTS. L94-ESS 014EPW:SE )46TCA-E3. TOP UC DL /5.0 +-SF DRNG Aub Ga B EXCEPT AS N3TEo, APPLY NWECTCFS 70 EACH FACE OF Cy?NB SrAti O. LATERALLY BT7M..00 BI'H PR3P[R = 56(T5 _ L/ 0 PSF MSK iPLISS 443 O4LESS OTtEIA)SE LOCATED Ov TI-TS Fi-SM. PCS(']ON LY ATIArt£O P.VAO30 SbCA'IgNi. RCllOr4 CACAD 11 - 8C LL til COtJ+.CTORS PEP CYLIY(N,c 130, )°O 6 160A-F. D:SIFv FTAtSa493S )I]/4 Pr L. tY'1t14CUEO R:G)D CEILItl3-- SEESTATE O� 55.0 PSF O/A LEN, 12-5-4 lA ccwf IN 4/AP PL(CAB.E P%1aY,SiC+t Y l'OS C 'Pl. AN Ct,4EtlL9'9 ALPM 1CC-IJIC4L UPDATE (J/ifDO F04 PIIUFf.R TOT.LD. SEA.•, Olt t14 DW..3 APPLIES 10 !NI. CCYFC+JFNT nCPICTEDriLn! DRYAALL FL1Y4)9i A LCPY Of lm1. ZURIOp (j ` OUR.FAC. 1 .00 LN 34.Y, ANG VJ LL N31 OE PELIEO UPON IN MY nTPEP WAY. OFSFf.+J 10 )H: TRUSS EFFCT)ON CCVTW.Jnn. `/ 2NEEA51L` --Trl - Tr4R5 P.41, Sr 1 nE 1.a, an l j L• .rt FLA'41-ZIP rclR-T tJ �n ,I,t1`� SPACING 24.0 ITYPE SY42 oU: 5-iQ59 1dIT F7 [2'j?' SY4 THIS DH . PKPAAED FROM COMPUTER INPUT iLOADS C DIVENSTON5 aMIT7E BY InL) S kFA- OD-IOP CHDRD 4X2 SP t2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N )NESS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L1B41.55 TOTAL LOAD. w NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED CD SHIN ALL SUPPORTS TO SOLID BEARING- UPSIDE DOWN_ TOP OF TRUSS MUST BE Y.ARKED BY TRUSS FABRICATOR. 0_ PROVIDE HANGER AT RIGHT END OF TRItSS FOR 220.11 LBS, 1. 1 '5"12 X�A116 L — 4, 3N 6+- 1 .7.8 _I )(4 ( X X4 X X6 4 (A 3X4 to = iTT X3 X3 1X4 X X 3X3 g. I„ 8'4 2 2"4 3'9"12 x2 2x 12.2. A=473# W=3"4 R=6500 W=3"S R=2204 W=3" M fti SED; 10414 '-T" PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY - I TOTAL 1 REV. 17.3a SCALE -0.5000 ALP[)E E43)H::a=9 RGCD[L-IS, IXC. WARNING PECU)Ff E%1NEYE CAF£ Q4/18/95 TC LL 40 .0 PSF REF co X I MPORT ANT X X Srn2 -13g RESPDNSIBLE FIR AXY WARNING :N NAXBLIIA EPICIICA' Nn ,if,,,, (� DEVIATION FpOY THIS O.S)GA OR T.[3. SPZCIE1CATICtS- OR Af:A W. ,CINB. SCE H)Bif BY 7P). Sr[ THIS CES)(14 �4`_� ' tF,ff' TC' OL IL/ •0 PSF GATE 04/18/95 FAILURE tO BVfLD )Ft_ TRUSS )N C04-01N04CE ACTH IY>IBS BY 701. F07 ABOI7fLYUE SPECIAL PER'I4KEAT BPlt:p)R_ �V C Fy IY W.-'It1C CDXNECTEFY.; Ant TACE ft 2554 QALY. STEEL N-ETIXC A$;N GAREPEN'S. U'!_ESS OIIERA)S_ ItDTCA'ED 10, _ T _ BC CL 5.0 PSF DRKG L-L 4045 GR &EXCEPT AS NOTED. A^,,Y CDNXICICV>; 10 E4C1-.FACE fT GIDPD SIILLL 3_LAIEPALLY BRACED w)'.N>B9':R - 5606 = /� (} !_ �J TRUSS AND LPMSS 01PEPa15` LOCAIf0 DI• iH[S 0E$)6K, FCS.l10`1 LY ATTACPfc)P�YNCCD S-iiAIR)HO, B+)110K CMDRO H BC LL O -"i PSF MSK COtl.ECT04;I A 011-11,-GS 13:x. 15D S 1GDA-F. D_S)6K SIA"cwRPS 81114 Pp)':q-Y ATINDf.0 RIRID CE)L)N3-- SIE - STATE OF TOT.LQ. FJrJ 0 PSF 0/�+ LEN. 12-2-0 COtffAN'A/f��.)CAaE P`.41'1`.�1 DAS C( w C IP), Al,ENSIN:fR'6 AEPINS IMMICA/ U�JS1I i1171911 LDA PPCMR P'`C SF-A'- OR 1"19 PPAAING A.-�L)I.-,70 'IV. C:N'JKI KT I•-(P[CIf,3 ItEIIE DR''U4..4 AM-LICA-00q. FUIM)SIl A COPY IPJ 111:5 , DgVD Q ` DUR,FAC. 1 .00 IN Fo).Y- AND NI'+1.1. Nil t)L nf(:EO Lf,:'4 1N ANY O)IER 7147, CFS)FN 10 TiE IR)SS CRECISC*i CONTUA[tCR. , INF-ER�,+` V n L. cV A^ 11tH(. N� - 1497 ncU XA. , FIC41 A t o W.,D:F 1 1R1':1 K 111 SPACING 24 sJob: (5-1059) UNIT B F11 Q'4"2 SY4 2 THIS CNG. PREPARED FRDH COMPUTER INPUT LOADS G DIXEN }ONS S MTTTIED BY TAU$ PFR. 07 TOP CHORD 4x2 SP t2 N SER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, 11) BOT CRORO 4x2 SP i2 N 0 WEBS 4x2 SP #3 WASS DEFLECTION MEETS L/999 LIVE AND L/84D.36 TOTAL LOAD. ELt IKE- TRIS TRUSS FUST BE INSTALLED AS S11OHN, IT CANIJOT BE USED tD ++ SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF iDSIDE DOWN. TOP OF TRUSS MUST BE HARKED BY TRUSS FABRICATOR. Q BEARING. ANCHORAGE TO BE DESIGNED AND F MNISHED BY OTHERS. FL i--2•s" ---- . X�-----4 I (3 �y I ,4"2 ( 2' 10 8 ---� �C4 ( X X4 X3 4 to ti 3X X 1XAtx g.i. 13.4-2 X2 2x A=466# W=3"4 R=452# W-4`30 Il '7• r- U; TAG = T8 SED: 1041B Q7) PLT. TYP.-ALPINE DESIGN CRIT=TPI CITY - 2 TOTAL - 2 REV. 17.3a SCALE =0.5400 JLP1N- EKSIAEERD Pa774CTS, thIC FYbJlpES1 "c CK�[ Q4/18/95 TC LL 40. 0 PSF REF eL��(�17��1L\`] x)(IMPORTANT*m PIMA 14DI BE FESPCIWBIE ECP 0.7 4ARNING 14 P>KIl1Na E>�E.M KVO /� /� U 011141IBA r" T"IS CESEGN EA ltf_$4 SPECLI'10.117YS. CP tN! 6RVr1NS. SEE M78^St SY TP).SXRS�O:SIGKZS � � E . TC {�L 1V V PCJF DATE OQ�'�Bf9�J FL)CURE TD BV1�.0 IK TNJSS )N Mr-CANKKCE A:1N R>^}!1 OY IN ECA A0111T10114 S�ECJAI PERtv1_ES9KIW3 RE ` •�� F (�oV4 11�.P1NE COtJ{CIOaS APE ✓BOE OF �'E,It SALY- EIEEI.H_ETTKG ASiY. p![HTNEXTS. LN_ESS OTI•EPh':SE L/Rf1FQ Td0 BC CL 5• V PSF DRWG `lll/// Aa'sEn S ExtfP} AS KD}ED. Appy CLcvrC}CPS 10 2KC.rACE DE p/1iJ s"AU Ri fATIIIALtl Hitr_EwwTNPAp_ry 0 0 /,/ I/fA GS AKU u1ESS oils PNtSf LOCti(O Ov This rCS):.V, post 11m Lr A11 AC�1C0 PL'X330 SI•uIIIIII,V1rp1 Cmnu _ �6 = BC LL v V PSF MSK Ci•'i�'C1 D+15 rTR 0.1-I.os )X.. YD K ff,OA f. CES}v'V S14KII6Pm villi PRO'CIN.*ATTKf.N10 PtG)D 7E1kM-•-P;[ _' EaTE pE- - TOT LD �5 PSF D�A LEra. 8—�4-2 (� -IAPq ICAPI f FiVVISIOr V NUS C In- AV[KSIKTER"S ALP)N= IECtQ+IC4. UPCATE 1)/f/Pll EOE Pa3krn 'Fly-7 T11I5 O�RK11.G AIT.L)ES 14 hk. CONPCR.CtII 07P1CICR 1•Ef{ CIZMA'_L APPLICEt]UN. ClA'N7514 K(iR6 Af)5 Du(-� FnC 1 .00 IN 11"1 Y• A)J)S'MLI Ki)T BE t>rt)tf)LISUN IN Af-� 011I:R MAY. EtS.30.4 10 11f 1RJ55 CPr.CI)IN�1pNiA[TCN. 7 �INEE�.. —1— n'i 1 .-i 1..... — . 1m1 Natl nw-il ffti)GV S"Cir ICJ.1IRK rcr---,)CON:TMrvr.v ' Tab. 5-1059 UNIT F9 15'5"6 SY42 TILTS —Q. PREPAREO FROM DMPUTETI IrT�UT ADS s TMENS Ns BMITTE Y lfN SS MFR. iota: CHORD Axl SP 1`2 N REFER TO DRAWING A150 FOA TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 0X2 SP f3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/867.87 TOTAL LOAD. w + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH Irf NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS 144TH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARXEO BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTIDN CONTRACTOR. t+ SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF BEARING. ANCIAORAGE TO BE DESIGNED AND FURNISHED BY OTHERS. —2 6„ --� 4X4 2'0" 1q 1 SX4{R) 3M3.X3 1414 . X X X X6 1 + i'S' vz\—\mll� 1'8' 4X4 3X3 X X4 X 4X4 9 } 15'5"6 2 3 R=856# W=3"4 R-843# w=11'10 2X3 N -r n SEO: SO422 '� TAG 79 DESIGN CRTT=TPI OTY = 5 TOTAL - 5 REV. 11(7,3((n� SCALE -0.3750 AEPint ErYi7H_ERLU PM7I'TS, TLC, Tp13T_S PE64':PC E%Ill, E CARE pq/18/95 TC LL 40.0 PSF REF 13 {�2 XX IMPORTANT xx sl��a n5T 6. AfSPCrC>(D.E FDP ael WARNING :H a4Y.RLIRO. ER CT7 DM A") 1 (/� / p D?Y]AT10A fPffi! iH15 PCSttN Oa TH.SL SPECIE ICt110�5. GR Y+7Y yit.196. SCC HI9-9/ DY TP) ,ti�q TtgS 96(Wl �1T r'S ��Tr TC pt 10 ,0 P�jF GATE 04/ 18/95 1AILORE TO P'UILD THE Tf�S IN CGV ORPANCE ':IIT 95188 D'I /V7. FOa 8UC)7[Ltik S>EEIAL rVlH4VTK1 SWIM i'F C� /� I� ALPINE COrtf C10a5 ARE IV.01 OF 2D8A SALV. SIE(i PCCT Irr T.-1N 231DEPEA'r5 U4_I55 C7IPHA15! IADICATEEX 1Co BC DL �+.(} QCJF IJP�4G _ A446 GR B Ef.:SPT AS rI]IER. APPLY CU1.t.EC%n3 TD EACH FV_'E OF EN:IPC S 10 P: LAIERLLLY VAUD WITH m3li-1 F�((�� ('l L� MEEK TnLES AND kN-CSS OTHE IAISE LCCAIED C.I 1117- 3ESIG4 P0;IT1DA- LY AT-AC11.7 Pi YACCO S`IIAINI". DOII[rV L'NJ ID N 8C LL 0 -0 PSFF MSK C CllrcClQR5 PEP Mk.JN�S 13D. 15: L If l-r. DE6(wi S)ANDAPCS N11H f:l-IIilLY AIWHJ 3 RIGID EE:LIN3 SEE r E l STAIf LF TOT.LD. 55.0 PSF O/A LEN_ 15_5_6 (a C0'1'alM N/APPL1Ct9_( Pul."SIO•c CF H35 C 1PI. /1T INGINEER'S nvi- if CPr;IC/.�_ U'.IAIC o1jig11 f9a PRUPCR ^, (� ^. l COPY of TI< 1 ^ V O S. L ON IH S VIAM]Af• AIY;IES 1D 1^17. CDRPDfs..Hr D:I iom 1.=1F W-41L A/1N E4110N. IL"11`I{1. - IR DNI Y, A/.D 5".. . I.T:1 II_Arl FIR lN';1N ll:Illi 01.11" -1, rp:9`+4„D,rlllfi1PJSS I�Pf(110 DA'1I'ADIDR, OUR.FAC. h . Job: 5-1059 NIT B F1 Q 13'11„13 SY42 THIS VW _ PREP4nEq FROM COMPUTER INPUT fLoADS 6 OIMEA52O)JS U3MITTE0 BY TRUSS MFR, 7OP CHORD 4x2 SP i2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATION'S. BUT CHORD 4x2 SP 02 N ' WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/993 LIVE AND L/835.16 TOTAL LOAD. + 2KG 1'3 HEN-FIR OR BETTER CONTINUOUS STRONSBACK, ATTACH i.Lu NOTE: THIS TRUSS MUST DE INSTALLED AS SHOWN. IT CANNOT OE USED TU EACH TRUSS WITH 3-i00 NAILS. SIRDNGBACK MATERIAL, TO' S UPSIDE DOXH. Top OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SE SUPPLIED BY ERECTION CONTRACTOR. 0- i+ SPECIAL CARE TO.BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF BEARING_ ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS. 2'6 i - 6'7`8 - - — -- -I 1 '11 11 13 -��-►--- 5 1 q°g --�7 �C4 ( X4 X4 _�X3 1X4 3X X X f + If7 u7 a-H ,3xb 1X4 3K 3X5 13' 11"13 x2 2X R=776# W=3"4 A=763# W=11110 TATJO Q: PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL - 7 IaEV. 17.3 SCAALEI042-0.5000 AtPI/.£ E).GIIFER�) FPCCAA'-15. InC. 1RJSSES PF4J]A[ EX)PEYE CO: 04/18/95 TC LL 40 .0 PSF REF XXIMPGRTANTM* sRALt AC7 EC WS'CKS(BLE FOR WY WARNING )4 NARC('i4, tPECIEC44 AN) t CE'/(A77BK fPOY ]HIS O;S1GN OR iHCSE SPEC)FIC41I01,-, JR Wf eMC)NL. SCF H1.5-PI BY)P). Sit 1FtS 0`51-4 C ;Sus Tc OL 10.4 PSF DATE 04118/95 lAil W: TU PUItD IfE '731'+5 IK CUKF ORYAAEE Ml T.1 0$TeE:9Y IP). FCR A7Btt CCN>). S'<CIa1 FEF/LlN_N) ONE:?4C.FlE ALPTWe3Kti_CTas >E'f ex3, O, POFA CAM SIER YECTI14; r.5IV MIAINt'"S. uaES3 B1NEP1',SF )N71CalE0, 1CP ) BC DL 5.0 PSF QRWG h445 CA d iKUP7 4s 1StE0. e':'.r COKKECTC45 10 CACI<FAC'. Of C,yY�Stltt BE LI.1EUht LY ORIC'<O N77F Pfpr'(17 - QF .riG06 _ 0.0 PSF MSK ImlsF A'+1•.rv.Fss Bno?t.ts; to=al;ro GK Tl:Is r-s1sN. Fc.nlo4 Lr A11Y-q0 PLYVSJJ$„uIHEI+;. �PTIBv uc"o � HC LL !'UNAE[:i13�t R nn3N1NT.$ 13:•. 15:•d 15PA-F. C(S16N STAI,J4 UOS AITH P.J)LPLY AI'lr_tT4 P1GID(£)t)KIi -- ftE - ,,STRIE OF TQT_LO- 55.0 PSF D/A LEIa 13-11-13 CONI Cf:Y. /,F':,1 Ca01C 4' WIS C till 44 F,,6IWE R'9 Arlt{ IEEI`t ZEAL W341L 1)l Ii41I Inn PI'lu" I ORSOF F; n 5 41 Ok ,H)5 3thNINti 1P1'L!FG 10 IU,CORPC7.T'kI D_%'ICIEO 11Fn: D41mtL APPLICAT tCfi. �UR4'(SI4A CG�Y 0! 11HS S Q DUR-FAC'. 1N UhLr, Ila]S�1A11 kUt IIF. ffl1E't U':r4 IN ANT 0111'- NAl'. UCSILN 10 TUC 1fa.CCS Fq(cl IUR 2j,IA4Clon. ,;��:> _rrnS hJob: 15-SO59) UNIT E11 11-9-6 SY42 THIS Q . PREPARED FROM COMPUTER INPUT ILOADS & DIME],1SI S SUBMITTED BY TRUSS MFA. N TOP CHORD 4x2 SP #2 N REFER 10 ORANING A150 FOR TYPICAL PLATE LOCATIONS, .� SOT CHORD 4x2 SP t2 N 19 WEBS 4x2 SP t3 TRUSS DEFLECTION MEETS L/460.00 LIVE AND L/480.00 TOTAL LOAD. Lu t4OIE: THIS TRUSS MUST BE INSTALLED AS SHOMW. IT CANNOT BE USED t_D #* SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPIF3G OFF UPSIDE UNN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. Cr SEARING, ANL'HDRAUE TD BE DESIGN£O AND FURNISHED BY OTHERS. a_ 6 .7"O -2-3"6 --+-22- 10-8 _i _ 22, 10N8 �LX4 [F{ Xd3X3 3X3X4 X3 3X5 to in 3X4 X3 3X3 1X4 iXZ4- 2X2 2X R=654# W=3"4 R=649# W=1 "10 _I SEQ- 10432 PLG.-TYP,-ALPINE DESIGN CRIT=TPI QTY = 5 TOTAL x 5 REV, 17.3a SCALE =0.5000 ALP)NF CIZIN-EPTO PRCT'AJt`1S, DIC. Ip./5PS OEOUtPE EXIAPIF CAFE 04/18/95 TC LL 40.0 PSF REF (} AX st;w. AOT B: RLSPDKStue FOA ANY ARNING IN "mum. EPEC11Ol ` blfD [� (� 1, CCY'tA7)04 TROP THIS 6_S764 OR Wst: 5F2C)r)CM1ItGS, OP A%Y ORAW4, S:l RIO-93 3Y 7P2. SEE 1H)$OCSlul _ Y11j 1111j fly TIC DL 10 .0 PSF DATE 04/18/95 FA(LIFE 10 SUIL0 TK Tfl3SS IN CO)JU40l. HIT% GSIEN 9Y TPI. F09 AOO)T)OP.AL SFEC]k PERFW{Nt 814-IKS K :/ 0� ALPEW 60'WECIRRS AM 40t OF 2064 Will. STEEL KE1]A3 ASIK YOIPEKN)S. OALE"S OWEARISE ttr)CATLO, Tm _ )) � K DL 5 •O PSF DHWG O Att6 6q H F.ACFPT AS»A)E0. 4PPLY CpJ.LC lOOS TO EA01 FACt OF C1�P0 V'W-L BE LA'Ef1R'_LY OtUCF.O M)1H PROFCR _, f y$OG _ (} t/ I*-*c,�)•43 114L245 CSIES1nISF LCCAltO R/ 1,119 ("Slott C`05)TIOA LY AIIAL'a 13 PLY4CCO S-IEATI1046. WIlUm CRUN) * BC LL 0 •O PSF MSK LC+lLC1Oa5 PLP Ca"jws 530, 590 S Sff t•'. OFSIGN sor.Nw.RU4 X)19 rwpolY At 1A1j1(O RIGSO CF)L)Ne -- SCF E[tF0]`I K/AnPI ICAA.LE P;QVISIU.S Of try C TPI. All E1131HLt R'S ALPIIF. 1FCIh ICAI.U'NIE 1715155) sOR PPUPFR STATE OF tar.LD. 55.0 PSF Q/Li LEN. S`A.L 04 1"I^ Nx wlkr_.APPI)ES fG I CJ,4,3MAT DEMcIE.9 %CPE UPYMN.L 4'�`15CA12G4, (l-P A`t 5t1 A OJ^Y Of t"(S. ()La1UA Q 4 t„'rt r It�Y .rel of PF,'111':,-i. la n v .1— w HlC1t:1 10 114 Ih.r�i ERELSSLYI 0?41 RtC)CP. �11- Job: -1059 UNIT 6 F1 " KNEEWALL THIS OW6. PREPARED FRD11 -017PUTER INPUT LOADS S DIMET)SION S MITTED BY-TRUSS MFA: e-) TOP CHORD 2x2 SP 02 N TRUSS DEFLECTION.MEETS L/999 LIVE AND L/999 TOTAL LOAD. BOT CIiORD 2x2 SP 02 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED WEBS 2x2 SP 03 UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. Li-1 ALL PLATES ARE JX4 EXCEPT AS NOTED. r, CL m CD m 2X M X in in f3 2K2 2X R=110 Of f W=8' TAG = T12 SED: 10438 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL - 2 nEV- 17 ,3o SCALE -0,5000 a_P1XE EISMEEF£D PA33JCTS, !H�. -RJSSES AECTJIR: EXIOEPE CA9: 04/16/95 TC LL 40 .0 PSF REF t )(IMPORTANT)(R s.ALL AOT 2E R1-fCl )3..L FtaA•!Y WARNING )H- "mt-.m CAECI[a4 4%7D[.Y)TT rCN FADA Ills CES)04 UR 11£SE sRCIF 1C�.1)OSs, M 54R eahcm- 6EE MO9[ SY [P),SEE Tills D=51Rti .�J� . ' TC OL 10 .0 PSF DATE 04/18/95 FAILLrf 10 RAID I E IAJSS )W Cdf0344'#7 'A314 75T8R D1 [Pl. FCO AGjI %C S>CCIAL PERV4KEWT DC+ITIN: AtALPIlf COUK£CIDFS ATr MAOI DF 2004 G4:r.SlEEt VEET:1J3 ASIR OtAPEWH1S-ILESS OIr£RAISE IWDICAIEa, TOP - 1 _ QC UL 5•0 PSF' DRWG 0.44E CY O FXCrPT A.S`131E0. APPLY 0x4t'-10 5 TO EACH FACE OI Clf"Sn4S WE LATCPJl[-`[SRJ,CED WITH PAUPER _ gCLL 00 PSF �,1SK Lm-EsS Ol.l_RXJSE LCC4IEJ OK T,nS 9ESICTy PJSITTCA• LY Al1x:aEO KTAOC4 Sv.41 uI1.C, D'JT10u CIC[`D A[xlwrClDns PER O14,11KCs )'1.`. 1S0 C 1604-(. DC£[Cti cTA40AFys K<pl PlOP[PL�A[IACII;O Rl0[D CE)�Ius-- EEE SlA1E DF TOT LD. 55.0 PSF 0/A LEN. Q'0-0 COKI ORv 1.:I tFG.1C e,3:.r PPDI'[S)GKS AT !-US C IPI. A!1 CnG)XE[R'S ALPINE 1CCtM[)L EC�D4TC 17{11011 FOM PFtif£R '! 1 -00 I Si A1. G< -Ins 01AK1 XC AI,, t0 11E ECUPRM.li- CEG)C TCO HEFE 0"'.I AFFttCw'IOY, FUPIAS11 A COPT C( 11416 S'`�EORtO*Q•, OUR.FAC. 1 •00 TA fid.l. !n) 5':ALll !,T O. PRIED IPG+IN N" QIW4 AAV_ OCSICA 1D%1f IPJSS [RECTIM CU6TPACTOII. 11 A:£ 1MS1111/f(, 4/1• 14+1 K211 U:O P`^.IGI.cr+,-........ — ,..— _. DEPARTMENT OF BUILDIINQ CITY OF ATLANTIC BEACH I ,.- PERMIT [INtAvl0" - - - LOCATION' INFORMATION ---- i'O Permit tum�aer. 33292 Address: iC LITTLE CY"PRE S "KEY' Permit Type;-,66R»EN ENCLOSv.RE ATLANTIC REACH, FLORIDA. 3 233 ,1 of' I�c�rk:ALTERATION DESCRIPTION . _----- Constr. Type*WOOD FRAME Blockl" tot:120 Twp: 0 Proposed Use:SINGLE 'FAMILY section: 0 Subd Rng» f Dwellings : 0 Subdivision :SELVA LAKES Est . Value: , 4, 14 Improv. Cost : 2,233,00 � Total 'Fe r 37 . 501 Amount :' 37 . 50 4"k r �w r ; ,d IOPfi �,0 APPLICATION FEES -- -- Ns S -- PRAT 37 .5+ Addr .. 16 �� PRESS, KEY �y ( �B FLORIDA 2 � '` � � A P i � ¢° IvA :� r � A r R ` ORMAT I(It ------ Name: LI ICu SURES. lA dd .. . Li NOTES. p , 1 C NOTICE--ALL CQNCRETE FORMS AND FOOTINGS MUST�E INBpECTED BEFORE PCII!l KING i I PERMIT VOID SIX MONTH'S AFTER DATE,OF ISSU15 rtR BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT,BE PLACED IN PUBLIC SPACE,AND MUST BE CkEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `AFI LURE TG Ct?MPLY WITH THS MECHAW CS' LIEN LAW CAWRESULT IN THE PROPERTY OVU'N.9R PAYING TWICE FOR BUILDING 0 PRGd lI ENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION,FOR VIOLATION OF�ARPUCABLE PROVISIONS OF LAW. two , ATLANTIC BEACH BUILWN £ AREN7 ti 3 i I, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ��'� L v SP S � 6✓1r-E CJ rj 1-05U✓� Date G Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = S Carport/Porch 1�lL @ S per sq ft = $ - Deck f ° @ $ per sq ft - $ Patio n� @ $ p r sq ft S TOTAL VALUATION : S •� " Total Valuation 1st $ ' Remaining Value $ "' per thousand or portion thereof TOTAL BUILDING FEE S �� + 1/21 Filing Fee ( ) Fireplaces @ $15 . 00 $ (� BUILDING PERMIT FEE $ WATER IMPACT FEE $_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S ( ) RADON (HRS) . 0050 S SECTION H PAVING ( ) $ HYDRAULIC SHARES S CROSS CONNECTION $_ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE S ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : RECD „ CITY OF ATLANTIC BEACH �4 PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERAIO� Cr��n DEMOLITIONS Owner(s): & Q)O-Y- hay-ccss Address: U +4 0 4..e:ji Lot # Block or Unit # Subdivision: Sp-kja LokOs \ J Contractor: L State License # EC-)(-),L42 1 Address : %oxi- S Phone Describe Work to be done: Present use of building: Valuation of Proposed Construction: 3 3 ,C) Proposed user '" �� Is this an addition? ' J If res , what are the dimensions of the added space: DIM ft . X ft . will the added area be heated and cooled? -)0 New electrical (or increase)?/00 New plumbing fixtures?/ New fireplace?2—)Jtew Beat/AC?—Z.2—0 SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS NT CTOR. Signature OWNER: =--_ Date:,ZLOA 5 Signature CONTRACTOR: Date: c O License Supplied: ppp �jG,FGE Liability Insurance: 8 , Worker's Compensation Insurance: • A. � /a�.-•,CJI _ _� � •i. - + t r A. MAP SHOWING BOUNDARY SURVEY OF LOT �'Q BLOCK AS SHOWN ON MAP OF „SQL V� LAll�'S UN/T T11je47 E A$ RIKORDI:D IN PLAT BOOK I_ PAOES60'40E OF THE CURRENT PUBUC RECORDS OF DUVAL CO., FLA. FOR. ,gF�'E,Q rE`SO/V.4 E,414eV• W/SES. NOTE: RINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. rLf((Ar1 /V8 ARE,fx1,0W.N 7A/af (/?.G 4) .4N0.GEffe r0 N4MO&W4 6EY)O6,7 le 4ER41644 Zwfalw'OF (929 CECT/F/�Q To: ,�OrVs�RD BARBARA We/S5 /VAv),' .0eD9k?44 cRoDjr gA116-v MC rROPOG/rAN r/TGE Sre-W.Aer ri rc,E GUAk'AN rY CO. *A,9;r 0f JjFCT/0A11T,, r4NAIJ.4164 SOur0LlVl j R,4Wae 29 41457 y" s y 4 V • JOI�I� J�f. 7 S • s'' W l O�<<��9 � Q A, � , 0 - W �" h 41 p � 0 �71 l A �Q o T s y - J p t � , R� Irf/F/C.OT/O�/ S�+t�k'✓FrY G•2/-9G NOTC� FOUND ,opt caQ�✓��- , ' 1 E; NNW vd f:.9fr -x-cur(,vorco) , ,aamo w,, orKfR 1,°oA1s. � f R Y /- 22-9 c. NOTe fONc/O .atc fao�crs. A- AG/r '0456fzzAva 14?- 4 9s ,vorE /ouva Arc iaows 14Nl9aY CERTWY THAT THIS SURVEY, PERFORMED UNUER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: r TfiC,"YQAL STANQ004 FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61417-6,FLA.ADMINISTRATIVE CODE tPUFIS{r1AN1 T46M ON 471.027•FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH. co"Ganx walk~ M.WM''UPON THE VANJEGT PNOPifiTY EXCEPT AS SHOWN ON THIS SURVEY. 0 ur w w m-i,-It Im 1 • THE LOT SHOWN HEREON IS IN FLOOD A.A.L. MAI64M ApT1AC11A1J ma 201 AE &MOWN ON THE FL000 INSURANCE RATE CLARSON AND ASSOCIATES, INC. " "a" WF. COM.VM P/J*L NA 1W076 " UQU/ p DATED¢./7. 1443 NALDO Aft.WA*C11VILLE,SLA Aq°7 A AAMN 1 • AAD"Slam 2 1 /•C. POOP 1N 0IMYA711MA $UAVE4IED SPR/L !9 9 9.S c P.T. PQW.T 4w T4"0"ew :{ «P,Z/s• $TERM SURVEYOR NO. 0261, FLA FMow w►a p""a OMI) SCALE: / P.ac. Parr or coma.•aw" 56 . 9, ?9 flub NOOK" S37 fQ. ?4 ;y — . 3. Afr SCREENED ENCLOSURES ' MAXIMUM SPANS FOR SCREEN ROOF BEAMS OF ALUMINUM ) ALLOY 6063 T-6 FOR SPAN "L"OF BEAM; USE SCREEN PANEL WIDTH "W" FROM DRAWING. EXAMPLE; SCREEN PANEL WIDTH "W"= 4'; MAXIMUM "L" FOR A BEAM 2"x 4"x 0.044"x 0.12" SMB; 23'-10" ONE PIECE EXTRUSIONS FOR PURLINS & BRACING WIDTH "W" 3' 4' 5' 6' 7' 8' 9' 2"x 2"x0.044"x0.12" 10'-0" 8'-7' T-9" T-1" 6'-7" 6'-2" 5'-10" 2"x 2"x 0.093"OR 2"x 3"x 0.050"EXT 13'-11" 12'-2" 10'-11" 10'-0" 9'-3" 8'-8" 8'-2" EXTRUSION AND SrELF-MATING BEAMS BEAM SPANS WIDTH "W" 3' 4' 5' 6' 7' 8' 9' 2"x 3"x 0.050"EXT 15'-7" 13'-6" 12'-1" 11'-0" 10'-2" 9'-6" 91-0" 2"x4"x0.044"x0.120"S.M.B. 27'-4" 23'-10" 21'-4" 19'-7" 18'-2" 17'--0" 16'-0" 2"x5"x0.050"x0.120"S.M.S. 33'-6" 29'-9" 27'-11" 25'-1" 23'-T 22'-5" 21'-5" 2"x6"x0.050"x0.120"S.M.B. 37'x" 32'-6" 29'-9" 27'-0" 25'-1' 23'-6" 22'-2" 2"x7"x0.050"x0.120"S.M.B. 40'-9" 35'-11" 32'-3" 29'-7" 27'-5" 26'-1" 24'-3" 2"x8"x0.070"x0224"S.M.S 55'-3" 48'-0" 43'-3" 39'-9" 36'-1" 35'-4" 34'-8" 2"x9"x0.070"x0.224"S.M.B. 59'-10' 51'-10" 46'-9" 42'-11" 39'-11" 37'-6" 35'-5" 2"x9"x0.070"x0.310"S.M.S. 66'-5" 58'-2" 52'--4" 48'-0" 44'-7' 41'-10" 40'-1" SNAP EXTRUSIONS BEAM SPANS WIDTH "W" 3' 4' 5' 6' 7' 8' 9' ? 2"x2"X0.044" 11'-5 10'-0" 8'-11" 8'-3" T-7' T-1" 61-8" 2"ff' 0.045" 15'-0' 13'-1" 11'-9" 10'-9" 10'-0" 9'-4" 8'-10" 2"0"4.045" 23'-2" 20'-0" 18'-i" 16'--6" 15'--3" 14'-4" 13'--6" 2"x6x0.064" 37'-2" 32'-10" 29'-6" 27'-0" 25'-1" 23'-6" 22'-2" 2"x7"x0.078" 43'-Y 3T-9" 34'-0" 31'-2" 29'---0" 27-2' 25'--8" ABOVE SPANS DO NOT INCLUDE LENGTH OF KNEE BRACE.ADD HORIZONTAL LENGTH OF KNEE BRACE TO ABOVE SPANS FOR TOTAL BEAM SPAN. SEE TABLE 4 PURLIN SPACING SHALL NOT EXCEED 6'--8"(40x WEB THICKNESS).FOR BEAM SPANS GREATER THAN 40'THE BEAM @ THE CENTER PURLIN AND ONE PURLIN FOR EACH 10' ON EACH SIDE OF THE CENTER PURLIN SHALL INCLUDE LATERAL BRACING AS SHOWN IN DETAIL(48'SPAN W/ PURLINS @ 6'-8"O.C.CENTER PURLIN AND 2 PURLINS EACH SIDE OF CENTER PURLIN NEED LATERAL BRACING) LAWRENCE E. BENNETT,P.E. CEVIL ENGINM 3 DEVELOPMENT CONSULTAN"T P.0.BOO(4368 SOUTH DAYTONA.FL 32121 Pry 1(904)767.4774 FAx i 1 (9D4)7676556 ( . O COPYRIGHT,19% NOT TO BE REPRODUCED IN WHOLE OR IN RIRT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT.P.E. 14 SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER . MAX. ROOF BEAM SPANS FOR SCREEN & VINYL ROOMS AND GLASS ROOMS W/ SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LOAD WIDTH TO ENTER TABLE LOAD WIDTH = LW = 1472 + 2' O.H. = 9' ENTER TABLE ON LEFT ® 9'& READ SPAN UNDER APPROPRIATE LOAD; THUS FOR 100 MPH WIND LOAD/ L.L. 0 18#/SF SPAN = 6'-3" BEAM SIZE BEAM SPAN FOR VARIOUS LOAD CONDITIONS LOAD WIDTH 100 MPH/18#/SF* 110 MPH/22#/SF" 32#/SF 120 MPH 2"x 2"x0.044"EXTRUSION 5' S'-11" 5'-4" 5'-1' 4'-5" 6' S'-4" 4'-10" 4'-8" 4'-0- r 5'-0" 4'-6" 4'-4" T-9" g' 4'-8" 4'-2" 4'-0" 3'-6" 9' 4'-4" T-11" T-9' T-3- 10, 4'-2" T-9" T-7' T-1" 11' T-11' T-7' 3'-5" 2'-11" 2"x 2"x0.050"EXTRUSION 5' 6'-5" 5'-10" 5'-7' 4'-10" 6' 5'-10" 5'-4" 5'-1" 4'-4' p 5'-5" 4'-11" 4'-8" 4'-1' g' 5'-1" 4'-7" 4'-5" T-9" 9' 4'-9" 4'-4" 4'-2" T-7" 10' 4'-6" 4'-1" T-11" 3'-5" 11' 4'-2" T-9" T-9" 3'-3" 2"x 3"x0.050"EXTRUSION 6' 7'-8" 6'-11" 6'-7" 5'-9" 7' 7'-1" 6'-5" 6'-2" 5'-4" g' 6'-8" 6'-0" 5'-9" 5'-0" 9'EXAMPLE 6'-3" 5'-8" 5'-5" 4'-8" 10' 5'-11' 5'-5" 5'-2" 4'-5" 11' 5'-8" 5'-2" 4'-11" 4'-3" 12' 5'-5" 4'-11" 4'-8" 4'-0- 2"x 2"x0.090"W/ 1"x 2"0.044" EXTRUSION 7' 8'-3" T-2" 9'-7" 8'-8" g' T-9" 6'-8" 8'-11" 9' 7'-4" 6'-4" 8'-5" T-7" 10' 6'-11" 6'-0" 8'-0" 7'-3" ill 6'-7" 5'-8" 7'-7" 6'-11" 12' 6'-4" 5'-6" 7'-4" 6'-7" 13' 6'-1" 5'-3" T-0" 6'-4" 2"x 3"x0.050"TILT BEAM W/ 1"x 2"x0.044"EXTRUSION 7' 9'-10" 8'-11" 8'-6" 7'-4" g' 9'-2" 8'-4" 8'-0" 6'-11" 9' 8'-8" 7'-10" 7'-6" 6'-6- 10, 8'-3" 7'-5" T-1" 6'-2- ill T-10" T-1" 6'-9" 5'-11" 12' T-6" 6'-10" 6'-6" 5'-7" 13' T-3" 6'-6" 6'-3" 5'-5" LAWRENCE E. BENNETT9 P.E. CIVIL ENGINEER&DEVELOPMENT CONSULTANT P.O.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX M 1 (904)767-6556 EM11010 2 0 COPYRIGHT,1996 NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. W31 SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063T-6 ALUMINUM ALLOY USING SCREEN PANEL WIDTH "W" (SEE TYPICAL GLASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION WIDTH "W" 36" 42" 48" 54" 60" 66" 72" 78" EXTRUSION 2"x 2"x 0.044" 9'-2" $'-6" 7'-11" 7'-6" 7'-1" 6'-9" 2"x 2"x 0.050" 10'-2" 9'-5" 8'-10" 8'-2" 7'-11" T-6" 7'-2" 6'-11" 2"x 2"x 0.093" 12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 89-8" 3"x 2"x 0.050" 10'-8" 9'-11" 9'-3" 8'-9" 8'-3" T-11" 7'-6" T-3- 2"x 3"x 0.050" 12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8" 3"x 2"x 0.070" 13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" g'-3- NOTES:GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS W/ GLASS PANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED. LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER&DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767.4774 FAX N 1 (904)767-6556 0 COPYRIGHT,19% 2 NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. 33 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904)247-5805 NOTICE TO: Plater Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 0 A &4 <4 � Sincerely, r Building Department DATE. 7 4 - 1 -94 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 23:3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE: FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : _ _ . - - ---- y -- ----- -- --- - ------------ IDS- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cu: FILE t TRANSMITTAL DOCUMENT FOR JEA DATE: 9 / / -9G/ The following permits have passed "rough" inspection: Permit No. Address 7 2 SFamose&Nmxexxx=xXgxkue*xmap� xo xxbhoxVerxmd)i b c. Please update your records accordingly. T an /ou, B LDING LERK CITY OF ATLANTIC BEACH /vcb . BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 ,. APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. LOCATION Street Address: L / ,0 P OF Intersecting Streets: Between And BUILDING Sub-division L Z_ _S: II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of MechanicalMcGowan ' s Heatina & Air— Contractors Contractor (Print) Cond. Inc. Master CACO-18970 Name of / C M—4 8 Property Owner �jL Signature of Owner Signature df or Authoraed Agent Architect or Engineer , 111. GENERAL INFORMATION A• Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON _'Fr-8ettric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MWHANICJIL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial 11_1a llgst ❑ Space ❑ Recessed��enfnsl O Row ew Building Air Conditioning: Cl' Room.�Centrel Existing Building sscf System: Materia �' BWjThickness_z_ Y ❑ Replacement of existing system / Maximum capacity C;? c.f.m. ew Installation(No system previously installed) ❑ Extension or add-on to existing system Q Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g•p-m• Q Fire sprinklers: Number of heads Q Elevator ❑ Menlift ❑ Escaletor (number) THIS SPACE POR OFFICE USE ONLY Q . Gasoline PUMPS —(number) (Reeefwst) Q ToA (number) Remarks ❑ LPG contains (number) Q Unfired pressure vassal Permit Approved by Dasr O 11111110111m u Q 0"W — Specify Permit Fe- / LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capw) wil.V Number Unita Deaeription Model Number Yanufaellurer (TOMes c .Z e'-2 i DATING - FURNACES, BOILERS, FIREPLACES Ap1 rovoftff Iftm mer Unita Deacripuan Mo4e1 Ntmber Manutaccturn (M) A {� F$i-3944 11310 , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- -PERM I.T INFORMATION _- --------- LOCATI ON INFORMATION ------ Permit M-_- 'erm t er: 11310 Address: .11,149f LITTLE CYPRESS KEY Pcrmilt Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Clew of Work: NEW LEGAL DESCRIPTION __- Constr. Type. WOOD ImmE Lot: 1201' Block: Section: Proposed Use: SINOLE FAMILY ovinshiRNG; 0, Dwelling : 1 code: b Subdivision. $ELVA LAKES Itst mated Value::> so.UO mprov, Coast $0.00 Total Fees . $39.00 Amo $39.00 D 1 1 /96 Work AI 'RAL HEAT AND AIR NATIO T .., A "LICI TIO1 FEES »---- CLI4SSI" P 1 I 39.00I_ AddKa LS CYPRESS KEY WATER IMPACT FEE $0 .00 ACB, PLORI 3 S C FIDE IMF 40 P A A RADON GAS-H.R.S . S0,00 ..». T! "I INFO , ON --»-- - R AOO I CAS $0.00 m+� I«A,filttl AIR CO D CAP I TAT, IMPROVE. $0 .06 ORA ARK, FLORIDA 32073 CROSS CONNECTION $0 .60 Li �+e CAC 9 T"YP+I SEC R IMPACT FEE 0.00 CONST.SURCHARGE 00 h1d'rm NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECT D BEFORE POURING PBRMIT-VOID SIX MONTHS AFTER DATE OI`ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE.PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE.TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE ROPED'Y W, PAYINGTWICE FORTHE 8QftMRG IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �LAtdTIC BEACH BUILDING DEPARTMENT St6M s§