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Permit 1849 Forsyth Court CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date 11/09/04 Parcel Number 172123- 0000 -7 -1 Property Address . . 1849 FORSYTH CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner BEACHES HABITAT Contractor BEACHES HABITAT 904 241 -1222 Application number . . 04- 00027693 000 000 Description of Work . . TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . Flood Zone Approved Building 0 ficial VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: N O\IftAtgl: 1100 �} Contractor Name: -Ac-4.c. 5 N A ail' N- Permit #: 0 4' 27693 Property Address: 1 V I QRS\i' l C o U IT Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single - Family Resident - Commercial - (ther: '� ° Lowest Floor Elevation: $, 2- Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works `/ _ _ //— 7- o y Planning Dept. /l 0 Ej— U LI c9 Building Dept. J ( _ 9 . & —( r ", 5 -0(-( Final Survey with FFE Yes No All Re- Inspect Fees Paid Yes No • r 51.,Ai`11- ,,,, , s CITY OF ATLANTIC BEACH '4,, �. %., 800 SEMINOLE ROAD > ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027693 Date 8/19/04 Property Address 1849 FORSYTH CT Tenant nbr, name DPLX, 1105 RAD, 1105 SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 59503 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241 -1222 (904) 241 -1222 Permit MECHANICAL PERMIT Additional desc . NEW HVAC Sub Contractor . OCEAN STATE HEAT & AIR Permit Fee . . . 71.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. (fl N. . ( * / 13‘14L BUILDING OFFICIAL � -,,, CITY OF ATLANTIC BEACH u �� MECHANICAL PERMIT APPLICATION Date: a— /9' - 0 Property Address: /s. fly fr .--,-,-, S 1� C'-i-- ' Owner: te,Aaie J hA & ' , 4 0 - Telephone #: Contractor: Qcr i,v' r 47i - Telephone #: .2 Ce9 cP Si Contractor Address: /5c76 / G d4/- Fax #: fe - S9/ 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 Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: Electric Cl Gas: LP _Natural _Central Utility O ❑ Oil 2 e ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 4 Heat _ Space _Recessed Central Floor Residential Air Conditioning: Room .Central \ Duct System: Material. !)Thickness / %� 4J ❑ Commercial Maximum capacity goo cfm ❑ Refrigeration New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps s (Number) ❑ Tanks (Number) )' New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System k ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description M odel # Manufacturer Ton' s Agency • / - i /,y 5 Alyve .2 w HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency / A # k MAT .2 y P42/1/ c 2 . % ) 0 30 44 -"A .TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 http: / /www.ci.atlantic- beach.fl.us f ' 'b't. 's ) � � CITY OF ATLANTIC BEACH %' 800 SEMINOLE ROAD J - ;� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 r1JIII9r Application Number 04- 00027693 Date 4/29/04 Property Address 1849 FORSYTH CT Tenant nbr, name DPLX, 1105 RAD, 1105 SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 59503 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241 -1222 (904) 241 -1222 Permit PLUMBING PERMIT Additional desc . INSTALL 11 FIXTURES Sub Contractor . ADVANTAGE PLUMBING Permit Fee . . . 112.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 10/29/04 Fee summary Charged Paid Credited Due Permit Fee Total 112.00 112.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 112.00 112.00 .00 .00 x 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. 4lier. C " I BUILDING OFFICIAL 1`r'N:r CITY OF ATLANTIC BEACH � ` '� 4� r) PLUMBING PERMIT APPLICATION tai n� .a1a'' Date: y' 29 - 0 I,! Property Address: /egg i e 5 y rl /" Owner: f3 i -5 iipi - 097 97 Telephone #: a y/ /22 Z Contractor: p 1kj11 ,q -€ PP M D Q \) �\ irif Telephone #:____9___1 9 c7 Contractor Address: 63-2 04,d Oct / Fax #: 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 Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re -Pipe e- e 2 76 C � I Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers 1 Sinks Disposals Urinals Floor Drains 1 Washing Machine eg Lavatory 1 Water Sewer 1 Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: I 1 X $7.00 + $35.00 = / J , 06 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845. http : / /www.ci.atlantic- beach.fl.us , � ,_ y ` , CITY OF ATLANTIC BEACH " ,-/ i - x ' j 800 SEMINOLE ROAD Z. ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027693 Date 4/01/04 Property Address 1849 FORSYTH CT Tenant nbr, name DPLX, 1105 RAD, 1105 SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 59503 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241 -1222 (904) 241 -1222 Permit ELECTRICAL PERMIT Additional desc . NEW 150 AMPS SVC Sub Contractor . CMA ELECTRICAL CONTRACTORS Permit Fee . . . 95.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 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. B ING OFFICIAL FROM GRANGER)C PHONE NO. : 9047640038 Mar. 31 2004 11:09AM P2 0/29i2a94 2: 504241?222 BEACHES HABITAT PAGE 05 CITY Or' ATLANTIC BLAC7, FLQRIDA 1( q 3 • A FOR 'ELECTRICAL PEST T4T '; BLF�"Y'1::' hl.. ?r • " ^L'E'T '7R: ti A?AQRTANTNOTnl_ uJ N CO3itX��►T34N 0F PERMIT GlYEI� FCR GOIIV ® ';'; • iN CO SAM ON O J7 RM ITRI WEN r t zt r " .Ci"s,� S 5 CURED EN' F01. . TO 4-ND RR SA iCY�AtvLE Wi 1`if rO IUNI CR3Ce:I. k } yr' IC:An :-.:', .; R: HEREBY �,ORPP • , VI, d110NS, CMS Am) (Try 1 ")" r e�+ Pax ��: 1".t.IM\. , l +r+�=l;.ttli -- -- . --. ,...a.nw..ww.nAI k _ _ _ a /491,-; 1. tO 131, SIB£ . _...,. 'i' _ �Q • l itNVE N: .i.(4 . AP1`,t) COMM,() PIIBL IC() Z I.3.() NEW( ) nT.bt ) R Sv.( ) /.zY:UION( ) TR°►I'LEi ) TEMP.( ) Stop's( ) .........,.... SERVYCW 1NCItE �Ai.� iivi. • PEES • SWITCH; OR BREAK5.1 Art AMPS MEM VOLT ' 1 CEWaY • 1�.X1::'r EB'a'v aria A�5 - — } . •• V OLT RACEWAY • FEEDERS NO. SIZE I NO. SIZE NO. • SIZE LIGHTING (7 ET8 CONCEAL= OPEN IIII TOTAL • RECEPTACLES CONCEALED . OPEN a ,A„- sa. so TOTAL • SWITCHES .w�.._ MIN IIIIIIIIIIIIIIIII ItCANDESCEN!" FLOURESCENT & M.V. 111111 • FIXED ..,, . !- • .R APPLIANCES . 1.1111111111111111.1111111111 192,M1111.11111 MR. ILP. RATING NQ H.P. RA .1G C - IL. ME CONDITi0NII+[G CQ MI'. � N[OTDR OTHER MOTORS AMPS HEAT WHEA I . 110111.11 MOTORS 1L VOLTAGE. PHS .. ' OM IIIII No, - Hs, VOLTAGE 1 FRS ' .r..r •,ww M1SC�Li.A •IIS � � -• MI ug7E. „ - - - -- 173,u60dV • NO. I _ V a 1 N0 S.VA ..,.. Buliders FirstSource Project Information for: J66202 Builder: BEACHES HABITAT Address : 1849 -1851 Forsyth Ct Atlantic Beach, Florida Ja , 2004 County: DUVAL Truss Design Engineer: Lawrence A. Paine, PE Truss Count: 3 Florida License Number: 21475 Design Program: MiTek 2000 4.2 Builders FirstSource, Jacksonville, FL. 32244 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof: 42.0 Wind Standard: ASCE 7 -98 Floor: N/A Wind Speed: 120 mph Note: See the individual truss drawings for special Loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record, as defined in ANSI /TPI 1 -1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J66202 provided by Builders First Source- Jacksonville,FL and dated 01 -23 -2004. Loads applied by non -truss elements and basic load parameters /design criteria are to be reviewed and approved by the Engineer of Record /Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1 -1995. # Truss ID Dwg. # Seal Date I 1 T01 J1066120 1/20/04 2 T02 J1066121 1/20/04 3 T03 J1066122 1/20/04 Job 1Truss Truss Type • Qty IPly 1849 -1851 FORSYTH CT. I I J10661201 J66202 T01 ROOF TRUSS i 4 1 1 I. I : (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Jan 20 10:48:54 2004 Page 1 -2 -0-0 I 6 -9 -7 i 12 -9 -2 18 -8 -13 1 25-0-0 2 -0 -0 6 -9 -7 5 -11 -11 5 -11 -11 6 -3 -3 19 4.001 18 Scale = 1:49.4 17 16 BOTTOM CHORD TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 15 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 14 y 5x6 13 L. 12 11 10 • 1 9 .11 ... 8 • 7 / i ce r 6 5 4 3x6 = 3 2 1 k■•• X• X∎ t��• 4•• X• *X.• �* eett2 I, ■■;•0A• 1;• MI 4x6 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 3x6 = 3x4 = 6-9-7 1 12-9-2 18 -8 -13 25-0-0 6 -9 -7 5 -11 -11 5 -11 -11 6 -3 -3 Plate Offsets (X,Y): [2:0- 3- 12,Edge], [2:0- 0- 4,0 -2 -0), [11:0- 3- 0,0 -3 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.02 1 -2 >999 BCLL 10.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.03 2 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 19 -20 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 20= 22/25 -0 -0, 2= 617/25 -0 -0, 31= 8/25 -0 -0, 21= 138/25 -0 -0, 22= 203/25 -0 -0, 23= 193/25 -0 -0, 24= 192/25 -0 -0, 25= 192/25 -0 -0, 26= 193/25 -0 -0, 27= 189/25 -0 -0, 28= 193/25 -0 -0, 29= 195/25 -0 -0, 30= 184/25 -0 -0, 32= 193/25 -0 -0, 33= 177/25 -0 -0, 34= 275/25 -0 -0, 35=-203/25-0-0, 36=853/25-0-0 Max Horz20= 883(load case 2) Max Uplift20=- 88(load case 2), 2=- 524(load case 2), 21=- 79(load case 2), 22=- 211(load case 2), 23=- 203(load case 2), 24=- 201(load case 2), 25=- 201(load case 2), 26=- 201(Ioad case 2), 27=- 200(load case 2), 28 =- 199(Ioad case 2) , 29=- 206(load case 2), 30=- 203(load case 2), 32=- 203(Ioad case 2), 33=- 194(load case 2), 34=- 252(load case 2), 35=- 203(load case 1), 36=- 705(load case 2) Max Grav20= 22(load case 1), 2= 617(load case 1), 31= 8(load case 1), 21= 138(load case 1), 22= 203(load case 1), 23= 193(load case 1), 24= 192(load case 1), 25= 192(load case 1), 26= 193(load case 1), 27= 189(Ioad case 1), 28= 193(load case 1), 29= 195(load case 1), 30= 184(load case 1), 32= 193(load case 1), 33= 177(Ioad case 1), 34= 275(load case 1), 35= 81(load case 3), 36= 853(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =71, 2- 3 = -57, 3 -4 =103, 4- 5 = -93, 5 -6 =39, 6 -7 =24, 7 -8 =25, 8 -9 =25, 9- 10 =25, 10- 11 =26, 11- 12 =23, 12- 13 =24, 13- 14 =24, 14- 15 =24, 15- 16 =24, 16- 17 =24, 17- 18 =16, 18 -19 =6, 19- 20 = -25 BOT CHORD 2- 36 = -1, 35- 36 = -1, 34- 35 = -1, 33- 34 = -1, 32- 33 = -1, 31- 32 = -1, 30- 31 = -1, 29- 30 = -1, 28- 29 = -1, 27- 28 = -0, 26- 27 = -0, 25- 26 = -0, 24- 25 = -0, 23- 24 = -0, 22- 23 = -0, 21- 22 = -0, 20 -21 = -0 \ \ 1 1 I 1 f / / / / WEBS 18- 21 = -100, 17 -22= -162, 16- 23 = -153, 15 -24= -152, 14- 25 = -152, 13 -26= -153, 12- 27 = -149, 11 -28= -154, 10- 29 = -154, .\ VAC E A A '• � 9 -30 =- 152,8 -32=- 152,7 -33=- 146,6 -34=- 200,5- 35=111,4 -36= -619 '9 , Q� • • / 4 NOTES V . � T 1) This truss has been designed for the wind Toads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf lop chord • O dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed: * : No. 21 475 * building, with exposure C ASCE 7 -98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist- - they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 _ * • 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard - • STATE OF • Gable End Detail" - ,-,5 • 3) All plates are 2x4 M1120 unless otherwise indicated. "O •• P t OP' 4 • 4) Gable requires continuous bottom chord bearing. , '•.......•• ,\C' -, 5) Gable studs spaced at 1 -4 -0 oc. '',, /ONA1J \ \\ ' /1 1111\ / \\ Continued on page 2 January 20,2004 • 4i Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE x'.111 -7473 RFFORF USE 1> Design valid for use only with MiT k o 1 - This design is based only upon parameters sh w n and is to individual building component to be +a. vb Installed and loaded vertically Applicability ot de . igr ramenlers and properincorporation t component s responsibility of building designer not truss .5.. ,j des Bracing shown is to lateral s. 1 pod [ I individual eb members only. Additional iti a I Tern y t rari g t ue stability during conslrucfon Is the - respons h illly of the erector. Additional perniarmnt b c g ot the overa1 structure is the pcirisi b1lty o f t the building de g • r For general g u i d a n c e regarding fabrication, quality control, storage, delivery erection and bracing cons It UST 88 (Duality Stanch d f B 89 Brac Specification, and 418 -91 '�9 .. { k Handling Install and Bracng Rcuorn tunca for iv. lablt hum Truss Plate In.:t'lule 5n5 00r uii u Dr v, .lads. n. WI 5,;7 . J I Truss 1 Truss Type • Qty Ply 1849 -1851 FOFSYTH CT. J1066120 J66202 TD1 ROOF TRUSS 14 1 , (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Jan 20 10:48:54 2004 Page 2 NOTES 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 20, 524 Ib uplift at joint 2, 79 Ib uplift at joint 21, 211 Ib uplift at joint 22, 203 Ib uplift at joint 23, 2D1 Ib uplift at joint 24, 201 Ib uplift at joint 25, 201 Ib uplift at joint 26, 200 Ib uplift at joint 27, 199 Ib uplift at joint 28, 206 Ib uplift at joint 29, 203 Ib uplift at joint 30, 203 Ib uplift at joint 32, 194 Ib uplift at joint 33, 252 Ib uplift at joint 34, 203 Ib uplift at joint 35 and 705 Ib uplift at joint 36. 7) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. LOAD CASES) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 • Uniform Loads (plf) Vert 1-19=-114.0, 2- 20 = -30.0 • Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7471 BEFORE USE Design valid for use only with MiTek eonnectors This design is based only upon parameters shown, and is tor an individual building component 10 be 4y '.�` Installed and loaded vertically, Applicability of design paramenlers and proper incorporation of component is responsibility of building designer - not truss [v. �• t designer. Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction Is the \ ' rcisponsibillity of the e .tor Additional permanent bracing of the overall st ctr e is the responsibility of the building designer, For general guidance 10.4krik .. k s regarding tabricafion, duality ont of storage, delivery, erection and bracing, consult OST 88 Ouatity Standard, DSB -89 Aracing Specification and 0118 -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute 5e3 D Onotrio Dove I d _on, W 1 53719 Job Truss 'Truss Type Qty Ply 1 1849 -1851 FOFSYTH CT. 1 J1066121 J66202 '702 ROOF TRUSS 4 1 j i (optional) 1 Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Mon Jan 19 11:06:41 2004 Page 1 -2,40 5-7 -14 I 10-5 -12 17 25-0-0 2 -0 -0 5 -7 -14 4 -9 -14 7 -1-8 7-4 -12 3x4 Scale = 1:52.0 7 4.00 12 3x4 6 • u• 3x4 3x4 5 N. i , a 5 N 4 n . 2x4 3 n 2 / • * \� 0 3x6 = 11 10 9 8 5x6 = 3x4 = 3x4 = 3x6 = 10 -5 -12 17 -7-4 i 25 -0-0 10 -5 -12 7 -1 -8 7 -4-12 Plate Offsets (X,Y): [11:0- 3- 0,0 -3 -0j LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.20 2 -11 >605 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.31 2 -11 >404 BCLL 10.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.02 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 240 Weight: 1371b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7 -8, 6 -8 REACTIONS (lb /size) 8= 539/0 -3 -8, 2= 474/0 -3 -8, 11= 1181/0 -3 -8 Max Horz2= 914(load case 2) Max Uplift8=- 651(Ioad case 2), 2=- 417(load case 2), 11=- 1160(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -335, 3 -4 =125, 4 -5 =203, 5 -6= -427, 6- 7 = -96, 7 -8= -166 BOT CHORD 2 -11 =293, 10-11=-150, 9- 10 = -150, 8 -9 =352 WEBS 3 -11= -472, 5 -9 =560, 6- 9 = -51, 6 -8= -420, 5 -11= -733 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure C ASCE 7 -98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 Ib uplift at joint 8, 417 Ib uplift at joint 2 and 1160 Ib uplift at joint 11. LOAD CASE(S) Standard \ %1111,1 • - * No. , 21475 * * - _ , STATE � 0 A ,'• �CORIO •'�"' ', '' �SSJONALE— .``. / 'y 1 111 tt \' January 20,2004 A Warning Verity design parameters and READ NOTES ON T1415. AND INCLUDED MITER REFERENCE PAGE M11 -7477 RFC 'RE USE , tk Design valid for use only with MiTek connectors. This design is based only upon parameters shown and is t individual building component to oe i' ..,` # Installed and loaded veri tally, Applicability of design paramenfers and proper incorporation of component is responsibility of building designer curt truss ^C.1: designer. Bracing shown is for lateral support of individual web n e br ly Addit onal tempi ary bracing tonsure si bility during conic tot is the responsibility f the erector. Addifional permanent bracing of the overall structure is the responsibility of the building d es'y er. For general q regarding fabrication, quality control. 1 rage delivery , erection and bracing, It OST -B8 O ally Standard. DSB 89 Bras. ng Specification, and 515 -91 2; { r s Han dl ny Insta ny and Brae ng Recommendat on ava from Truss Pale Ir dilute, 383 Li Onolr c DM da 1 son. A 1 53710 .. .,, K... • • Job Truss Truss Type Qty ' Ply 1849 -1851 FORSYTH CT. J1066122 J66202 T03 ROOF TRUSS 42 1 • (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Mon Jan 19 11:06:42 2004 Page 1 -2 -0-0 8 -9 -5 16 -8 -15 I 25-0 -0 2 -0 -0 8 -9 -5 7-11-9 8 -3 -1 3x6 H Scale = 1,52.0 4.00 12 6 4x6 • 5 . 3x45 4 4x6 % t I. 3 : 2 6 Pro 3x8 = 10 9 8 7 2x4 II 3x4 = 3x4 = 3x6 = I 8 -9 -5 16 -8 -15 25-0-0 8 -9 -5 7 -11 -9 8 -3 -1 Plate Offsets (X,Y): [3:0- 3- 0,0- 2- 4],[5:0- 3- 0,0 -2 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,76 Vert(LL) 0.30 2 -10 >987 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.35 2 -10 >838 BCLL 10.0 Rep Stress Incr YES WB 0.88 Horz(TL) -0.08 7 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /deft = 240 Weight: 130 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -8 -7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3 -10 -13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6 -7, 3 -9, 5 -7 REACTIONS (Ib /size) 7= 1032/0 -3 -8, 2= 1161/0 -3 -8 Max Horz2= 914(load case 2) Max Uplift7=- 1137(load case 2), 2=- 1092(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -2311, 3 -4= -1210, 4 -5= -1088, 5 -6= -112, 6 -7= -190 BOT CHORD 2 -10 =2121, 9 -10 =2121, 8 -9 =1083, 7 -8 =1083 WEBS 3 -10 =279, 3- 9= -1107, 5 -9 =625, 5- 7 = -1274 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7 -98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1137 Ib uplift at joint 7 and 1092 Ib uplift at joint 2. LOAD CASE(S) Standard \ t 1 P�C /e q, '• 2 * No. 21475 • * * _ p STATE OF 7 � '� SS 'ONALE� 0 ,'71 11111 \ t\\ January 20,2004 •Al Warning Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 9.50614017471 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters ho and is for div d al building Gornponerlt to he •` • - i Installed rtd loaded vertically, Applicability f des n - - } y y peaal webt em�u ly Additional e abtl [ t y dorporal temporary t component +t F one stab of building n designer :s the the `w"tr. designer. Bracing shown s for lateral support n 5 - individual l v. eb mte / bracing lnq I insure stability y 1 ng : f 'i .. respons h'll'ty of the erector. Additional permanent !Tracing of the overall f ( re is the responsibility id the b 'Id'np do 5 < r F rr grinerfil guidance regarding fabrication, quality cortlrol, storage. delivery, erect on and bracing, co lt OST -88 Quality Standard DSB -89 Bracing Specification. and HIB -91 : t i s •`'5 s Handling ng Ir stalling and Bracing = Recommendation „va 1 hurl Truss Plalc In I hilt, Bud D'U elr e Drive Iadison. W 1 53719 4 .... • L _ CO I'''. ' y ,) 1C N A. D cn � F r' rn ,_ 0,, =, I I n o n m N 0-0 „ 6 qQn 3Q oa Z �3CDm °� =Q° W n0DD Z til n 5 0 o o -, D- N o A co m 3 D �D 5' 0 � °FD x m _ � �m Z �� 0� 5 C1) Cl. 0 °mo `000� p _ N O n 9 a O CD u N 3, D _ -0 0 0 O D O O O N . Q = ao ? D 3D COO o2 D Q Oo ,, O QO� - xi oo 0 • m Ln 0 Q OS 5 00 0 `^ n c . o Z C' CSO D OG 0 0c D 5 0 5' -1 V _, O 0 0 Q co CD cn CD 0 0 3 O o n - 0 3 0 --•1 � - 0 . - O 0 0 O 6 CD D v Y' CD N 0 -C. D n o -c5= �. a o ,,, D Z o D 0 Q CQ 0 " O __ n a - 0_ s. O O CD • C 7� z n w n y A a TOP CHORD (j n O z =0 N Z cr s. 3 t? D z y mz - 1 m m - NiOD C r 2 1 Z 6 S u 3 ,...) r m "', w ; < : ; 11 A g tY D m m O C m ID Z. ._ i 0. 0. O rn rn 0) -4 Cp fl Q -1 ■ W2 O CO o V V W n A A to 'O m W N o m N N O. Dmn .0 D V , 7;)7 7 W O m m O co m cD m 11 a < c o n N R o N 3 fl) 7C 3 Zm H : n ' a v v a 0 w TOP CHORD (n A - W N p N Cb V U . A W N p Q _' CD (� c o 5 0 OnD caw ~ Cp�•r 'p�'C) '00 - C DC 0 5' 7 3 0 06"70 Q �. to (D D ' D O j O O �� O O C p D B � D CD C ? D ] •p 5 C O 3 W nCD �. o N o CD = 3 l 6o O<n a = 0 o nOD CD'D W 6 (D : N 5 . D N o • 0 (0 3 of 2 - - gir 0 a 0 CD 60 � .� n 0 0 < 00 - 0 00 � 1 a 0 Qc 0 p o m 0 m Q a Q D n al D a: D. • o c o � m ° Q0 0 7 C O D. ° o a 0 m o o -. CD m o - CD B CD D 0 Q� 0 O O O a 6 O 0 0 en 0 ? a w D �• �^ CT 0 N' 0 �' 7 O , "„ o 5 6 0 ,-..-> _ o ,O„ = N � �� - cQ ••' oQ mm 0� 0 o (D Q�?o � o� � � OmD o on lD O C /{� B CD Q O `•�aO =,� N �V o . o° o_ � D L^ o 0 - . 0 D' Q o � a o Quo � o + o c Q m o N O n 0 3 O . N , O N O O • w O a o o 3 0 CD C n CD -.. C) C 3--' � O a o = a ,< D- Q O n - Q C ... 0 H O° D ( D o N Q m . CT� a O o ° D Q °. Q o 0 00 Q C' v+ p � j � 6 '�- N � � .6 O a CD m -a °CTO � O CD nC Qo 7 � D a- "O' Q 6 O C D �N o m D ' �� n Q Q O CD W ` �' . O a O CO CD O D 0 a D O - D D 1n ,, a ,'^„ O (D TJ N n co S a CD D Q ( D - D O n O '^ N O 0 y. (' p ' O O D Q a - 0 0 O 0 -a D D .� CD O 0 co O NCO 0 /0 CD O E' c O a, 0 O o 5 a o O O CD D �- . �, [D O O p ' - p D D "6 O O I O �� n D D d "O � j J 3 p J' 0 o' � a o 0 Q -4. 0 (D • GEARING HEIGHT SCHEDULE 1 T "_ T Tv ! J 1 TO Tub T0? / TO / � TI; it I TC,1 I Tb r . NOTES: ; �., : 7 t) REFER 10 HIPS 91 (RE60MMENDATi0N5 FOR T`J -' REFER 5O ENGINEERED INSTALLATION RAWIING, F01 I PERMANENT 6' I OIALIPIG 110011/0 T t.l1 2) ALL 144055E5 (INCLUDING TRU5515 UNDER VALLEY FRAMING) MUST DE GOMPLETIY REUTER OR REFER TO DETAIL V105 FOR T(._ ,ALTERNATE 6RALIN6 REOUIPEMEN15 31 ALL 04EL445 ARE TO 01 GONVENT;ONP I � T _ r 44440 40 0410014 4! ALL T L;5E5 APE. DE c r i MAXIMUM 5440(44. UNLESS OTH UW'SE NOTED 5.) ALL WALLS SHOWN ON FLALEMENI PAN APE 00NS IDERET TO 04 LOAD T(I OE - ,N6. UNL THERWISE N01ED --- n l 5 '(42140 MUST 04 INSTAL_EL — 13 WITH THE 'OP REIPIG UP 7) 4 L ROOF TRLF2 HAN E TO 44 (47500 HL UIILES OTHERWISE N0 '`, 40001 TRUSS HANGERS TO PE 7141 � H 51-IA4 22 UNLESS OTHERWISE NOTE0 T ✓ T O, 4.) DEAMIHEAPERILINIEL (EIDER TO 61 I FURNISHED 6Y RUILDEF T! '1' — ',Builders __- _, . FirstSource j Bunnell i I ^JL J , 450I. 3 °n -4 5' , Fa F 5,3,- - -4, 0 4)-) JackSOnvllle SHOP DRAWINGS - _ - Lake City These shop drawings have been reviewed for cornpliancr r4` 41 F with the deign intent of the ; ctutel engineering pre- - *'- - Sanford - pared by Builders FirstSo:irce DesIgn Center; La vrenc . L;,I A. Paine,PE. Any rev 1s t. these shop drawi::gs r . *.ust b BEACHES HABITAT approved by the e . : o Cord prior to use or approval 184 -1851 FORSYTH CT. JAN z Reviewed by: 3 BEDROOM DUPLEk .1 - — Date: 1/23/04 431 ,166202 ;,---- 1 _ r‹ '- ,,,:- 1 = TO 7 = 1, I .. TO 1 1-01I ., ---I- H -t To_ .H TO Toll 1! , 1 IIIII TO I , I L I , 1 , ___ T ii 1,17-01 I I ' TO1I HT - , I I , I TO-4, II I II I i I il ; IT(91 7 . . ■ 1 1 1 1 1 ■ ______ ____ 1 TO11 , TO] 11 , ' - 1 -, ---F - _____ L,z Id I I I ,,j1L_ I I 1 - 1-177II __ _ __ _______ ' I )1 , ----_—___, ■ J 1 L 1 H _ _____ _ Duplex L or R HVAC Load Calculations for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 ii i R fiVAC n RE IoEM11 L HA.0 LOADS Prepared By: Glenn Jones Ocean State Heating & Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249 -8251 Friday, December 19, 2003 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C Duplex L or R Neptune Beach, FL 32266 -1798 Page 2 Project Report General Project Information Project Filename: C: \Elite \Rhvacw \Projects \Beaches Habitat \Duplex- L- R- 1100.rhv Project Title: Duplex L or R Designed By: Ocean State Heating & Air Conditioning Project Date: Friday, December 19, 2003 Client Name: Beaches Habitat Client Address: P.O. Box 50939 Client City: Jacksonville Beach, FL 32250 Client Phone: 241 -1222 Client Comment: Company Name: Ocean State Heating & Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Boulevard Company City: Neptune Beach, FL 32266 Company Phone: (904) 249 -8251 Company Fax: (904) 249 -8949 Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating 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 0 0 72 0 Summer: 96 78 50 75 51 Check Figures Total Building Supply CFM: 761 (5.2 AC /hr) CFM Per Square ft.: 0.692 Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 Building Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH Total Sensible Gain: 16,733 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible + Latent) 1.81 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. r ,.\o�.,....,.AD..an.. +o \Roanhoc Wahit t\niinlav -I -R-11 nn rhv Friday. December 19. 2003. 2:09 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C Duplex L or R Neptune Beach, FL 32266 -1798 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 100 3,262 0 4,870 4,870 10D Door Wood Solid Core 18 373 0 204 204 12C Wall R -11 + 1/2" Gypsum(R -0.5) 982 3,976 0 2,175 2,175 13C Part R -11 + 1/2" Gypsum(R -0.5) 120 243 0 174 174 16G Ceiling R -30 Insulation 1101 1,635 0 1,635 1,635 22A Slab on Grade No Edge Insulation 153 5,578 0 0 0 Subtotals for structure: 15,067 0 9,058 9,058 People: 4 920 1,200 2,120 Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 1,079 0 1,522 1,522 Infiltration: Winter CFM: 132, Summer CFM: 59 6,527 2,043 1,353 3,396 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,733 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 22,673 2,963 16,733 19,696 Check Figures Total Building Supply CFM: 761 (5.2 AC /hr) CFM Per Square ft.: 0.692 Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 Building Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH Total Sensible Gain: 16,733 Btuh 85 Total Latent Gain: 2,963 Btuh 15 Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible + Latent) 1.81 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. n.,r r.- k n1.... .._...\ n...:,,.4,AID.---- 3-.... L1.,h7 +., + \r1,..,1ov-I - R -1 1 /V1 rhv Fririav nAnPmhPr 19. 2003. 2:09 PM a Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C Duplex L or R Neptune Beach, FL 32266 -1798 Page 4 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 Master Bedroom 181 3,484 45 0 -0 0 2,771 720 126 1.00 126 126 2 Bath 1 /2,Laundry 154 1,035 13 0 -0 0 1,786 0 81 1.00 81 81 3 Kitchen 112 736 10 0 -0 0 2,969 0 135 1.00 135 135 4 Dining 100 3,364 44 0 -0 0 1,492 346 68 1.25 85 68 5 Living 225 5,964 78 0 -0 0 3,332 606 152 1.25 189 152 6 Bedroom 3 184 4,809 63 0 -0 0 2,042 801 93 1.00 93 93 7 Bedroom 2 144 3,281 43 0 -0 0 2,341 490 107 1.00 107 107 System 1 total 1,100 22,673 295 16,733 2,963 761 816 761 System 1 Main Trunk Size: 12x12 in. Velocity: 826 ft. /min Loss per 100 ft.: 0.109 in.wg Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.64 85% / 15% 16,733 2,963 19,696 Recommended: 1.81 77% / 23% 16,733 4,998 21,731 Actual: 1.73 77% / 23% 16,000 4,800 20,800 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: PF1 MNA024 PH 10JA024 Brand: Payne Payne Efficiency: 7.0 Btuh 10 SEER Sound: Capacity: 17,500 20,800 Btuh Sensible Capacity: n/a 16,000 Btuh Latent Capacity: n/a 4,800 Btuh Gririav rlcramhar 1Q Pnnq 2•n9 PM FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: DUPLEX -L -R -1100 Builder: Beaches Habitat Address: Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 23.5 kBtu /hr _ 3. Number of units, if multi - family 1 _ SEER: 10.00 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft 1 100 ft c. N/A 7. Glass area & type Single Pane Double Pane - - a. Clear glass, default U- factor 0.0 ft 100.0 ft - 13. Heating systems b. Default tint 0.0 ft 0.0 ft - a. Electric Heat Pump Cap: 24.0 kBtu /hr c. Labeled U or SHGC 0.0 ft 0.0 ft HSPF: 7.00 8. Floor types _ b. N/A _ a. Slab -On -Grade Edge Insulation R =0.0, 153.0(p) ft b. N/A _ c. N/A c. N/A 1 - 9. Wall types _ 14. Hot water systems a. Frame, Wood, Exterior R =11.0, 982.0 ft _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Adjacent R =11.0, 120.0 ft _ EF: 0.92 _ c. N/A _ b. N/A d. N/A - e. N/A c. Conservation credits _ 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R =30.0, 1101.0 ft _ DHP- Dedicated heat pump) b. N/A _ 15. HVAC credits CF, _ c. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Unc. Ret: Unc. AH(Sealed):Attic Sup. R =6.0, 25.0 ft PT- Programmable Thermostat, b. N/A MZ- C- Multizone cooling, MZ -H- Multizone heating) Glass /Floor Area: 0.09 Total as -built points: 19795 PASS Total base points: 20047 I hereby certify that the plans and specifications covered 1 Review of the plans and • ..... E sr • by this calculation are in compliance with the Florida specifications covered by this : :. a; ;j. .9T�o Energy Code. ' calculation indicates compliance 9' ;,,,'' O cean State -Glenn Jones with the Florida Energy Code. 'nn, 0 PREPARED BY Before construction is completed : a DATE: this building will be inspected for , t � I hereby certify that this building, as designed, is in compliance with Section 553.908 •j compliance with the Florida Energy Code. Florida Statutes. . . . • OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - � ' C> EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, FI, 32233- PERMIT #: I I BASE 1 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 1100.0 20.04 3967.9 Double, Clear E 1.5 6.0 15.0 42.06 0.91 575.9 Double, Clear W 6.0 6.0 20.0 38.52 0.53 408.6 Double, Clear W 1.5 6.0 20.0 38.52 0.91 703.7 Double, Clear N 1.5 6.0 15.0 19.20 0.94 270.3 Double, Clear N 1.5 6.0 15.0 19.20 0.94 270.3 Double, Clear E 1.5 6.0 15.0 42.06 0.91 575.9 As -Built Total: 100.0 2804.8 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 120.0 0.70 84.0 Frame, Wood, Exterior 11.0 982.0 1.70 1669.4 Exterior 982.0 1.70 1669.4 Frame, Wood, Adjacent 11.0 120.0 0.70 84.0 Base Total: 1102.0 1753.4 As -Built Total: 1102.0 1753.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 6.10 109.8 Exterior 18.0 6.10 109.8 Base Total: 18.0 109.8 As -Built Total: 18.0 109.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1099.7 1.73 1902.5 Under Attic 30.0 1101.0 1.73 X 1.00 1904.7 Base Total: 1099.7 1902.5 As -Built Total: 1101.0 1904.7 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 153.0(p) -37.0 - 5661.0 Slab -On -Grade Edge Insulation 0.0 153.0(p -41.20 - 6303.6 Raised 0.0 0.00 0.0 Base Total: - 5661.0 As -Built Total: 153.0 - 6303.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1100.0 10.21 11231.0 1100.0 10.21 11231.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , Atlantic Beach, FI, 32233- PERMIT #: BASE AS -BUILT Summer Base Points: 13303.6 Summer As -Built Points: 11500.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11500.1 1.000 (1.090 x 1.147 x 1.05) 0.341 0.950 4915.9 13303.6 0.4266 5675.3 11500.1 1.00 1.318 0.341 0.950 4915.9 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 , FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details i ADDRESS: , Atlantic Beach, FI, 32233- PERMIT #: I I BASE 1 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 1100.0 12.74 2522.5 Double, Clear E 1.5 6.0 15.0 18.79 1.04 291.9 Double, Clear W 6.0 6.0 20.0 20.73 1.17 483.7 Double, Clear W 1.5 6.0 20.0 20.73 1.02 424.3 Double, Clear N 1.5 6.0 15.0 24.58 1.00 369.5 Double, Clear N 1.5 6.0 15.0 24.58 1.00 369.5 Double, Clear E 1.5 6.0 15.0 18.79 1.04 291.9 As -Built Total: 100.0 2230.9 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 120.0 3.60 432.0 Frame, Wood, Exterior 11.0 982.0 3.70 3633.4 Exterior 982.0 3.70 3633.4 Frame, Wood, Adjacent 11.0 120.0 3.60 432.0 Base Total: 1102.0 4065.4 As -Built Total: 1102.0 4065.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 12.30 221.4 Exterior 18.0 12.30 221.4 Base Total: 18.0 221.4 As -Built Total: 18.0 221.4 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1099.7 2.05 2254.4 Under Attic 30.0 1101.0 2.05 X 1.00 2257.1 Base Total: 1099.7 2254.4 As -Built Total: 1101.0 2257.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 153.0(p) 8.9 1361.7 Slab -On -Grade Edge Insulation 0.0 153.0(p 18.80 2876.4 Raised 0.0 0.00 0.0 Base Total: 1361.7 As -Built Total: 153.0 2876.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1100.0 -0.59 -649.0 1100.0 -0.59 -649.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , Atlantic Beach, FI, 32233- PERMIT #: BASE AS -BUILT Winter Base Points: 9776.4 Winter As -Built Points: 11002.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11002.1 1.000 (1.069 x 1.169 x 1.05) 0.487 1.000 6999.1 9776.4 0.6274 6133.7 11002.1 1.00 1.306 0.487 1.000 6999.1 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES2001 FLRCPB v3.30 , FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, FI, 32233- 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 5675 6134 8238 20047 4916 6999 7880 19795 PASS ....... �, / *HE ST9.,„per •. ::4„.„„„,,. , co ..„,„ EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES2001 FLRCPB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, FI, 32233- 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 /sq.ft. window area; .5 cfm /sq.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 ion a ted to outdoors, dampers; combustion space heaters comply with NFPA, 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 (gas) 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 %. 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 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (F,PI,) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.0 The higher the score, the more efficient the home. , , Atlantic Beach, FI, 32233- 1. New construction or existing New 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 23.5 kBtu /hr _ 3. Number of units, if multi - family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 - b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft 1 100 ft c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 0.0 ft 100.0 ft - 13. Heating systems b. Clear - double pane 0.0 ft 0.0 ft - a. Electric Heat Pump Cap: 24.0 kBtu /hr _ c. Tint /other SHGC - single pane 0.0 ft 0.0 ft - HSPF: 7.00 _ d. Tint /other SHGC - double pane b. N/A 8. Floor types - a. Slab -On -Grade Edge Insulation R =0.0, 153.0(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 =l 1.0, 982.0 ft _ EF: 0.92 b. Frame, Wood, Adjacent R =1 1.0, 120.0 ft - b. N/A c. N/A 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, 1101.0 ft 15. HVAC credits CF, - b. N/A - (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Attic Sup. R =6.0, 25.0 ft _ MZ- C- Multizone cooling, b. N/A 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) � ........ {E ST'`" ...... in this home before final inspection. Otherwise, a new EPL Display Card will be completed / :.' �. . :� ........9., Hp .;,. based on installed Code compliant features. Builder Signature: Date: F �1; �� Address of New Home: City /FL Zip: C *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu 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: FLRCPB v3.30) PERMIT WORKSHEET Certificate of Occupancy' 11 /If t4 Job Address: Work: 18 L-}9 o rZ. Cr. DuPLEcp Property Owner: Phone # ac s ,' - r 24 I. - 1 2_ Contractor: Phone # (3Ect 1-r-4, - r Permit #: Date Issued: oq- z��3 3 - Building Inspections: Footing Slab 6.0— rti Tie Beam Lintel Nailing / Sheathing ,-/- 30 -04 .y--29 o4 Framing / Cover Up ' Insulation Final Building Tree Permit # 1 1 YES NO Electrical Permit # Date / Copy to 04-2_7619:3 JEA - [ -0(-1 I Temp, Pole Permit # Date / Copy to JEA Temp, Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanic( I Permit # . rigN ' Ii spections: Rough Final I • Plumbing Per mit # ekt - d 7Ci 9. Inspe=ctions: Rough / Underslab 5. •0y Topout Water/Sewer ‘ f Final 1 Drainage Inspection: Pool Permit # Inspectipns: Steel Final Grounding I Final Roofing Permit # lnsp is Nailing / Sheathing Final Fire Inspectio' Failed Inspect.,s: Date Paid: Date Paid: M e T r x s CITY OF ATLANTIC BEACH !f j 800 SEMINOLE ROAD .61f,-, ,T s ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027693 Property Address 1849 FORSYTH CT Date 3/12/04 Tenant nbr, name DPLX, 1105 RAD, 1105 SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 59503 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH (904) 241 -1222 FL 32240 (904) 241 -1222 Permit BUILDING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee Issue Date . . . 3/12/04 Valuation 03 • 59503 Other Fees CITY RADON SURCHARGE .27 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 4.97 AB CONSTRUCTION SURCHARGE .55 STATE RADON SURCHARGE 5.24 w SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 370.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2076.03 2076.03 .00 .00 Grand Total 2076.03 2076.03 .00 .00 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 C ■Q)4 0 %.... ( ' liNk. BUILDING OFFICIAL Jt. `'. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: 12 _n y Address /6 f r S y 7-7-t C Heated Square Footage / /D. @ $ '' 2 — per sq ft = $ .5 Garage ''I MO ' @ $ L 1 per sq ft = $ / / 0 7 Carport / Porch S -- @ $ per sq ft = $ cj 3 Deck @$ per sgft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: • $ �5r ‘–°3 Total Valuation 1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: (2 1 2 + 1 /2 Filing Fee $ FLOOD ZONE: yC ( ) Fireplaces @ $35.00 $ — IMPERVIOUS SURFACE: 7.1 BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 7 - O SEWER IMPACT FEE $ / 2 CO WATER METER/TAP $ Ps" CAPITAL IMPROVEMENT $ 3. r SEWER TAP $ -- d C (jIs 3) RADON HRS .0050 $ SECTION H PAVING ( ) $ - — p CROSS CONNECTION $ 3 5- ST(U /o ) SURCHARGE $ OTHER GRAND TOTAL DUE: $ 1/13103 e 1 ti ��,1i�r V CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION "' 1 (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: ni 2_ _ Job Address: ) (/ i /,gsr/ f r-f. Z,, jt,�� Owner of Property: 6A c f tGr AZ- 4 ),L4- Address: IL 7/ ri "3 4 r/c Ai.) r - ,�C-tr c2.. -7? z3„.9 Telephone: `',. ZII/_ is 22, Legal Description: Block Number: Lot Number: 7 Zoning District: A'r- c Contractor: dNr:, ej, ,h'e 4,; ,1 State License Number: Contractor's Address: l'67, l ,' ..41, c /4-r-t 334„ of 32... Telephone: 1 — J— / 2 - Z Z Fax: % — ZI/ - l'_,71 0 Describe proposed use and work to be done: Z,Di, 07^ c..... re s.J4#6. , sk a,) �� Present use of land or building(s): //G..e_. y,� ,- 2 Valuation of proposed construction: Zo Ooo, 00 J Is approval of Homeowner's Association or other private entity required? AL. If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑ O. Applicant certifies that no change in site grade or fill material will be used on this project. ff YES. See Step 2 below. A proval of the Public Works Depart ent is required prior to issuance of a Building Permit. 0dGc c-t-, v�c ocr.9 - P4E.M, /&9 09£ ✓ek, igikr - O pto. Applicant certifies that no trees will be removed for this project. !EYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. S r e. 0. "i"4 of L 1.-* ,s;? *-'e 1 -s 9 Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904- 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fLus Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all informati provided with this application is correct. Signature of owner: 442d. - Date: � L LA 3 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: 2 //2 /0 3 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: / C `7 t � Telephone: q' 2 31f —.'2 z.-^z. Fax: 99 /— 'Z /— . /a E -Mail: AS TO OWNER: Sworn to and subscribed before me this 1 6 .2tak day of �C1 2 0a. State of Florida, County of Duval n ,, Notary's Y 's Si g nature. ,O ` /� i p" JENNIFER SCHLUETER , *: MY COMMISSION # DD 121301 y,s ,?�; EXPIRES: May 27, 2006 ersonally known %T � Bonded TFuu Notary Public Underwriters ❑ err,+ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day o f j 20n. State of Florida, County of Duval .;p: JENNIFER SCHLUETER Notary's Signature: � ��f +' "� C!�"��`^- ►' C # DD 121301 48' :A EXPIRES: OMMISSION May 27, 2006 �, Bondedfiru Notary Pub6cUnderwriters � ersonally known , Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/14/03 c ' '11 � ` r CITY OF ATLANTIC BEACH V FLOOD PLAIN DEVELOPMENT INFORMATION Location: ef 5q •Y's – / s 1-T ill Type of Development: p ,� ri;3L � �L E ,� Flood Zone: Required Lowest Floor Elevation: ) 3 ?- If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: ZJ12 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 ("" 01" \J CITY OF ATLANTIC BEACH cc. - -�~ s s1 BUILDING /ZONING DEPARTMENT L Higgins J L � j 800 Seminole Road — �"5. Uoerr J Atlantic Beach, Florida 32233 (904) 247 -5800 ' t 0131 (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # — Z Property Address: 18 q 9 f —Q' - t f i G. Applicant: 6E-esc....t-t.E___s IT T' Project: Kl.. w T Du t om- LEY_ This permit application has been: 1 'i' Approved 0 2 " 1 ` t- t Reviewed and the following items need attention: .cT2 .P(ir✓1 /C.._ i i'ow lafMM0 F tobso/e4- cn Please re- submit your application when these items have been completed. (� Reviewed By: - Date: 02 2 T O V ( ae Re‘,2.6a4 - _2 - 7-- Ss1 s� �� CITY OF ATLANTIC BEACH 4 , . • � a �l( � BUILDING / ZONING DEPARTMENT L. Higgins , 1 ' � , j 800 Seminole Road Doerr !:) ° ,r Atlantic Beach, Florida 32233 (904) 247 -5800 W art �%� (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application #. - Z-7 ( Property Address: l 8149 {- Lt' { C-- Applicant: ISEA.Cti 4-- (3 1TicT Project: K.I- U.-) T ID t om- CE.- Thi per 't application has been: Approved E Reviewed and the following items need attention: Please re- submit y y* applicatio en these items have been completed. Reviewed By: . , • ... Date: OD- - /.--- ' U L 40 Ai 14 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE 'y:;,� ATLANTIC BEACH, FLORIDA 32233 -4318 " , r p TELEPHONE: (904) 247 -5834 mA . j` FAX: (904) 247 -5843 ',If— . 1 SUNCOM: 852 -5834 , y - ,,,1 ' http : / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0 - Z7(.9 3 Applicant: 6,tE5 4- -r! T Address: 1 849 .- R yrit C? - Project: LCe i ��rP Your application is approved as noted by the Public Works Department. Final • application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: , V / _ i % /// 1 1, /A/ Alm 42L/r / / / / /,iI/ L . 4 a. /// J:'` ;,;1..1.‘ / "r y Xeri/i'� %ETC "lr�afa�r flatir::Pri� �g/ �ZA /` / I�6.37��?L ;2,7 i ril 14... s" .�i� ✓.aid /r .,�,, C elirgil i 7.0 ,1 40 . 1 7,0' #74,1• Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Revie . ed by D • a Kaluzniak, Public Utilities Director , _ 1 • i ..�.■•■ t _AMIL Date ` — /2.0 f/ S i a ature Contractor Notified Date Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. February 11, 2004 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 1849/1851 Forsyth Court. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904- 241 -1222) if you require any additional information. Sincerely, 4 Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222 �jy`Sl1�jl�� DEPARTMENT OF PUBLIC WORKS J� ; _ 1200 SANDPIPER LANE SA ATLANTIC BEACH, FLORIDA 32233 -4318 - ,. ..:33 TELEPHONE: (904) 247 -5834 r S? FAX: (904) 247 -5843 ` _ .,, SUNCOM: 852 -5834 €.F . 1 C I ;. 4.. http : / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # pc., - ..a„ cc, 9 3 Applicant: i 4- Address: 18 49 Project: ►I €13..) �v -Pk_4 X Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: i I4TE 2 - - t 1S 63o- • 6 A 1..___i 2 1 t - a q- Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Rev' ed by Donna K luzniak, Public Utilities Director i.' /1/ [a �.�r_ - - Date svr,Ufri Si_ ature Contractor Notified Date `s , CITY OF ATLANTIC BEACH k ' ,, 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00100021 Property Address Date 8/11/03 Tenant nbr, name FRANCIS AVE FINAL ENGINEERING PLAN RE Application description . . SUB PRELIM PLAT REVIEW Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CONNELLY & WICKER, INC. JAX BEACH FL 32250 Permit SUB. PRELIM. PLAT REVIEW Additional desc . Permit Fee . . . 250.00 Plan Check Fee .00 Issue Date 6/26/03 Valuation 0 Expiration Date . . 6/26/03 Special Notes and Comments APPROVED AS NOTED: PROVIDE INCORPORATION DOCUMENTS FOR "FRANCIS COVE III HOA" INCLUDING OFFICERS NAMES AND ADDRESSES. PER BOB KOSOY Fee summary Charged Paid Credited Due Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 250.00 .00 .00 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 BUILDING OFFICIAL 5 MIN. RETURN Book 11484 Page 2043 PHONE �--� NOTICE OF CO��IENCEti1FNT State of F County of .�,,, L Tax Folio No. A To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in the Florida Statutes, the following information is stated in this NOTICE 0 COMMENCEMENT. accordance with Section 713 of Legal Description of property being improved: 3-,k E4-2. 3.- 5' o NA o 5 W`12 V I> tir 13 Address of property being improved: l General description of improvements: �,J s , ke t, 3Z -'t-33 I ri F 31 .FiJ ?-,/i, �i-1 AL e .,,„ Address: 1�7�� G ✓p t , er's interest in site of the improvement: /L e'`j a 3 z- ii Simple Titleholder (if other than owner): Name: Contractor: ‘E.4GNOV Address: cal / F is 4 a'� i rt.. 2U. FL. -3'L 23 Telephone No.: 1-2 .,� Fax No: —�� /3 /b . Surety (if any) Address: Telephone No: Amount of Bond Fax Fax No: Name and address of.any person making a loan for the construction of the improvements Name: Address: • Phone No: Fax No: Name of person within the State of Florida,. other than himself, designated by owner upon whom notices or other do e served: Name: cu m nts may be Address: Telephone No: . Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice 7 13.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: as provided in Section Address: Telephone No: Expiration date of Notice of Commencement (the expiration date Fax 1 specified): is one O year from the date of recording unless a different date is THIS SPACE FOR FOR RECORDER'S USE ONLY OWNER ,Doc x 480107 I / ' Page : 243 Signed: Before me this �� Date: 11/17/v3 'va Filed : & Recorded Before P day of A Of 11/19/2003 04 :17 :43 GN easonall a in ty of Duval, fate MI FULLER State of �� 1 v ' \ '1 1/1' ( ,. Notary Public at Large, Ste of Fl.�'1r ounty of fuval. My commission expires: CLERK CIRCUIT COURT Z,, DUVAL COUNTY Personall Known: ,- ' RECORDING $ 5.00 Produc : •,; i - a or TRUST FUND $ 1.00 F ,Z ` * °-� *E "' W MY COMMISSION # OD 121301 ( -.,i, s as EXPIRES: May 27, 200 � ■