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Permit 1854 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 6/17/04 Parcel Number 172123- 0000 -4 -2 Property Address . . 1854 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- 00027559 000 000 Description of Work . . TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . Flood Zone Approved <Iding Off,cial VOID UNLESS SIGNED BY BUILDING OFFICIAL PERMIT WORKSHEET Certificate of Occupancy Job Address: i 8E4 Type Work: D k Property Owner: SeLLC.I . `t0J- Phone # Z� t , IZZZ Contractor: Phone # Permit #: o4- z.— 559 Date Issued: 2 _4 -0 , Building Inspections: Footing Slab Fcw_d(`` (,4A- Tie Beam � 1(ec' f .Li.c - Lintel 3.g 04 Nailing / Sheathing 32 oy Framing / Cover Up °a .Ott Insulation 1 4-1 -(4 Final Building Tree Permit # YES NO Electrical Permit # Date / Copy to C Q Temp, Pole Permit # Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric .t o `/ Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit # OM -d 119 P-1 Inspections: Rough N z 'at/ Final Plumbing Permit # Z7559 Inspections: Rough / Underslab 1.30 Topout .o ff Water / Sewer Final Drainage Inspection: Pool Permit # Inspections: Steel Final Grounding Final Roofing Permit # Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: i L�1 ' c3\ CITY OF ATLANTIC BEACH cc: s D. Ford ' ti ' ; BUILDING / ZONING DEPARTMENT H;. ,; } 800 Seminole Road . Doerr - J� Atlantic Beach, Florida 32233 "! J,319' (904) 247 -5800 (904) 247-5845 Fax www.coab.us REVIEW COMMENTS JU PLAN REVI Permit Application # OS J 5CD 3 icD5 Property Address: I X5 L I' " 2- Applicant: CE r - t i Project: 77 C-C This pe 't application has been: Approved El Reviewed and the following items need attention: Please re- submit your 1 plicat' when these items have been completed. Reviewed By: i Date: e gr0 / -es Date Contractor Notified: • 'e' ir CITY OF ATLANTIC BEACIH `'�J �IUL � t FENCE PE APPLICATION Job Address: 1 as 9 r o f.5 C...- . : A • e, \ L- u ce-. (at Z - 2-C Owner's hame / I. 'T r ` r - ' 6.7 ` 0 " — • Phone: Address: S 7 Legal Description: Block Number: Lot Number: Zoning District: v. Se., C S Fence Contractor: 0 ,� Address: 1 5 S� F° e S ` f Phone: : E Zip: _ Fax: State: ___B-__•:____ City: • Type of fence and materials to be used: EX, d - c. c •e n c e-- Valuation Of Fence ❑ Interior Lot it2 Corner Lot ❑ Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? .eS If yes, please submit with this application. Tree Protection: ENO. Applicant l of Protected Trees will be required for this tfen e. installation El YES. Removal of REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. 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. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and /or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Fax: E -Mail: Phone: 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www•ci.atlantic- beach.fl.us Revised 3 /04/04 Page 1 City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable zoning, subdivision and other local land development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State end Federal permitting requirements must be verified b - ' . nature of the City of Atlantic Beach Budding • I prior to the issuance of a Building Permit. Approved 0y: - i'fI•••• . *' ommu peeve o' nt i Date: "At, iv ' • R qa. FORSYTH COURT ), % JD ° 50' RIGHT OF WAY (PAVED) •35401 ��' N89 " E 27.96 SET MAO NAIL SET 1 \2" IRON SET 1 \2" IRON P. i. & DISK 103672 PIPE 183672 PIPE LB3672 _ \ 3,v' (24 D (33 00') DISK 7.5' JEA ELECTRIC EASEMENT ■ CONCRETE co CONCRETE k DRIVEWAY N DRIVEWAY CONSTr SACr a C,O7 �O j.... c '� x Q \ ..,,, 14.9' 0 15.0' o �\ 7.6 .,i / \ `� co/ f�' �,w I 10.4' 10.4' 1 F g sr 3� K c. 3 i N N a l_ •r O � O 'e A x v >. o ix 1 r u0 6 a NAGEMENT r tY b W u W pW m Z OmWu'z s 1-mW N N1 li., (naU T (nQU a LOT 3 l o o Z> N o "'IS ITF:UCTED N vi ` M N l- CEMENT x —1 c o ct <10 tfr _,Lai <Q O. 25.3' 25.4' 1 7.6 r d. � \ k C 1— 1_ — p�� O IDII ` 15 I PRIVATE DRAINAGE EASEMENT ----x--_ LI r ..---0 (24.53') (33.00') i — — ...ros, SET 1 \2" IRON SET • IRON SET 1 \2" IRON PIPE LB3672 PIPE ■ 3672 PIPE LB3672 'Tie 1 Wro EX I .SYI,4 C -1 ( pzJA c_Y Pe Ce OF L,OT 13, E. H. DONNER'S SUBDIVISION nI I T OrVlI/ R D A /'C A II R W r U h \, 0� 0 lee w ! , E I z 44 I o 41 STORMWATER H FACILI PRIVATE UNO? I U s a DRAINAGE E Z N 6o . 30.00' 130.43' S8976 40 W 184.96 THE SOUTH 1 \' I I- i -v -U _ `1 C I c I 1 II II i1J - r : cid s c c c 1 - � I I 1 1 c 1 \ 0 1 1C) 1 w 1 Ii v / 1 i 1 1 1 ,i,=;[_ ,i,=;[_ riiL, G ,1 E� F -�Ei O/ 5E (i F' J�,' � % - , , L v i F ,^,M " E ' u i I �j II , i h I - 1 r I — 50 4 24" O L I I � -- �,��r= I �� cc II cc 1 cc 'i c c cc i t \ J I I .,- _ Ii \ 1 I, L_ -__i__ i' I I 'I f � -I I I F� 1 ','—I 1 I 1 I ✓I r, >= r I , ,! T i =il i' it I I cc = cc I II cc `� —i — - ij �..I c I I 1 cc cc it i C �� c c cc 1 > BEARING HEIGHT SCHEDULE 24 o I 01 I C' 1 it 1 I , I","' I L,% �I Ii 1, // II r i ;;JIO, / / NOTES: / ' I 1) REFER TO HI1 q1 (RECOMMENDATIONS FOR / HANDLING INSTALLATION AND TEMPOPARY BRACING / — REFER TO ENGINEERED DRAWINGS FOR PERMANENT GRACING REQUIRED u 2.) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETED( PECKED OR REFER TO DETAIL 4105 FOR \ w. ALTERNATE BRAQNG REQUIREMENTS '.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER I 4) ALL TPU55E3 ARE DESIGNED FOR 2 o c MAXIMUM SPACING. UNLESS OTHERWISE NOTED \ j 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO 5E LOAD BEARING, UNLESS OTHERWISE NOTED 6.) SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP 7) ALL ROOF TRUSS HANGERS TO BE SIMPSON HU224 UNLESS OTHEPWISE NOTED ALL FLOOR TRL'SS HANGERS TO BE SIMFSON \\ TRA422 UNLESS OTHERWISE NOTED 8.) BEAM /HEADER /LINTEL (HDR) TO BE I FURNISHED B'i BUILDER. `Build AFirstSource 11?Wf J Vv''H i�H I Bunnell PHONE 3g5 -457 -3344 FA ' <. �,. .y3 -_3qq, , I \v Jacksonville ��_ PHONE_ 404- 772 -5100 FA .Y 904- 7,2 -10 ■ — - Lake City �-�� PHONE .,5.- " -5 4 F 88 IF--- Sanford � �� FV�crl a F _ . _ _ Beaches Habitat I _ I _ _ -,,,I, — _ — -,,,I, 11 ?z L! 1852 -1854 FORSYTH GT. I 3 Bed Duplex 12/31/03 GP J64512 t - - -- = NEARING HEIGHT SCHEDULE ii ,/,..t/ , 1- JO 1 I ^ I /// �, / / ) I i 1 jz ' ' i , 1 f I NO1ES: 1 REFER TO HIE 91 (PEGOMMENDA HONE FOR I HANDLING INSTALLATION AND TEMPORAPY BRACNG-' _ REFER TO ENGINEERED DRAWINGS FOR PERMAIIENT BRACING REQUIRED LL) :)ALL TRUSSES (INCLUDING TRUSSES UNSEP. VALLEY FRAMING) MUST BE COMP! ETEL'T ■ DECKED OR REFER TO DETAIL VI05 FOP ALTERNATE BRACING REQUIREMENTS 3) ALL VALLE fS ARE TO BE CONVENTIONALL FRAMED EY BUILDER 4.) ALL TRUSSES ARE DESIGNED FOR 2 ,c c T MAXIMUM SPACING. UNLESS OTHERWISE NOTED 5) ALL WALL': SHOWN ON PLACEMENT PLAN APE CONSIDERED TO BE LOAC BEARING, UNLESS OTHERWI51 NOTED 6)13 TRUSSES MUST EE INSTALLED WITH THE TOP BEING UP. 7) ALL ROOF TRUES HANGERS TO BE SIMPSJ61 HU526 UNLESS OTHERWISE NOTED ALL \ (( FLOOD. TRUSS HANGERS TO DE SIMPSON THA422 UNLESS OTHERWISE NOTES 5. ) BEAM /HEADER /LINTEL (HDR) TO EE FURNISHED BY BUILDER. � Builde .F irstSource ?A/1 I ''N '= H Bunnell i i_. V - � PHONIE :50 FP , 8r5 -uT 5 � � JackSonvllle 1---- _--__ PHO ' 11. 4C 7_' c 100 Fa a ; -_ 1q' � �� _ PFiOrJE Lake City j . , . E� 55 65 F? -„ .'i I � — Sanford r c rIE 5q I I I I ,:IL._ I I I I = _ I Bea t Habitat I 11 'I I I 1652-1854 FORSYTH CT. — - 3 Bed Duplex 12/31/03 GF '64512 i FirstSource Project Information for: J64512 Builder: Beaches Habitat Address: 1852 -1854 Forsyth Ct. Atlantic Beach, FL 32224 County: Duval Jan t $ 04 Truss Count: 15 Truss I Design Program: MiTek 2000 4.2 Lawren« ai Truss Design Load Information: Jackson Ile, 21475 Gravity: Wind: Building Code: Roof: 42.0 Wind Standard: ASCE 7 -98 FBC2001 Floor: N/A Wind Speed: 120 MPH Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine Florida P.E. License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer: Lawrence A. Paine Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the stability 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 J64512 provided by Builders First Source-Jacksonville,FL and dated 12 -31 -2003. 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 1 1 CJO2 J1055358 1/5/04 2 CJO3 J1055359 1/5/04 3 EJ01 J1055360 1/5/04 4 HJO1 J1055361 1/5/04 6 T01 J1058794 1/7/04 7 T03 J1055365 1/5/04 9 T04 J1055366 1/5/04 10 T05 J1055367 1/5/04 11 T06 J1055368 1/5/04 12 T08 :118M98 115/04 14 T110 J1055371 1/5/04 g Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055358 J64512 CJO2 ROOF TRUSS 16 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:27 2003 Page 1 3-0-0 -2 -0-0 I 3-0-0 2-0-0 3 . - 7 4.00 12 u: r•L 2 \ 1114 . 2x4 = 4 1 ■" 1 3-0-0 3 -0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 2-4 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.14 1 -2 >188 BCLL 10.0 Rep Stress Incr YES WB 0.00 1st LC LL M-0.00 0efl = 240 n/a Weight: 12 Ib BCDL 5.0 Code FBC2001 (Matrix) - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3 =29 /Mechanical, 2= 282/0 -3-8, 4 =42 /Mechanical Max Horz2= 151(load case 2) Max Uplift3=- 125(load case 5), 2=- 383(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3 =-41 BOT CHORD 2-4 =0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 16 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 125 Ib uplift at joint 3 and 383 Ib uplift at joint 2. LOAD CASE(S) Standard ``1 11 111 11 / ` 4 � �N C F '• A 4� y � • v • ,.<9 � 2 * • No. 21475 . * - * _ - , STATE OF - • . O F �ORIOp'.'' �tv 4v : // S /ONALt -- : '111 January 5,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE Design valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss ...'1. designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance FirstSource regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, 05B-89 Bracing Specification and HIB -91 FirstSource L liandling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison WI 53719 Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055359 J64512 CJO3 ROOF TRUSS 8 1 _ (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:27 2003 Page 1 I -2 -0-0 I 5 -0 -0 , 2-0-0 5-0-0 3 S .3 4.00 FIT v: 2 1/ '/ 2x4 = 4 t 5-0-0 5-0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.03 2-4 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.15 1 -2 >180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1 /deft = 240 Weight 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -0-0 oc pullins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 3= 102/Mechanical, 2= 347/0 -3 -8, 4 =72 /Mechanical Max Horz2= 202(load case 2) Max Uplift3=- 239(load case 5), 2=- 392(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3 =25 BOT CHORD 2-4 =0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead load and 5.0 psi bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7 -98 per FBC2001 lf 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 239 Ib uplift at joint 3 and 392 Ib uplift at joint 2. LOAD CASE(S) Standard `` 1111111 1 _ • ‘‘ EN ., . , o � � •,,......,,. , 4 Q. cT1FI C 4 ▪ v : V F. ' • . F • - * I No.21475 ;* - * • ,p • * STATE OF ��0 ' • F �ORIOP' t� a • ....... ' • G � � ��i `S1ONAl -E , .` January 5,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE MN Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be E Il I r Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss f1 designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the [ responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance FirstSource regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB -89 Bracing Spec cation, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055360 J64512 EJ01 ROOF TRUSS 36 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:28 2003 Page 1 -2 -0-0 I 7-0 -0 I 7-0-0 2-0-0 Scale �/ 4.00 1 2 2 P � 1 " 2x4 = 4 1 I 7-0.0 I 7-0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.10 2 -4 >821 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.47 1 -2 >55 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min l /defl = 240 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed or 6 -0 -0 oc puffins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 3= 164 /Mechanical, 2= 423/0 -3 -8, 4= 102 /Mechanical Max Horz2= 269(Ioad case 3) Max Uplift3=- 347(load case 5), 2=- 425(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3 =42 BOT CHORD 2-4 =0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 16 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 347 Ib uplift at joint 3 and 425 Ib uplift at joint 2. LOAD CASE(S) Standard NI . `tt.11 0 E q. p ''. - * , No. 21475 1* - * ,p E OF • ;�O '• ��ORIOP .�_tv�; , � �'� STATNAt•' .' ` �' January 5,2004 A Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be �� , Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss 7111 designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the i responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance FirstSource regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available front Truss Plate Institute, 583 D'Onolrio Drive, Madison, WI 53719 , Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055361 J64512 HJO1 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:28 2003 Page 1 I -2-9-15 5-8-0 1 9 -10-13 5-8 -0 4-2 -13 2 -9 -15 Scale = 1:21.3 4 y '! 2.83 FIT 3x4 = 3 u: 2 w w i i r 1', bk. 3x6 = 5 1 =, ` 6 Simpson SUR/L24 2x4 I I 3x4 = 5-8 -0 { 9 -10 -13 5-8-0 4 -2 -13 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.05 6 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.37 1 -2 >99 BCLL 10.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -9 -9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4= 211 /Mechanical, 2= 527/0 -4 -15, 5= 434 /Mechanical Max Horz2= 347(load case 2) Max Uplift4=- 396(load case 5), 2=- 625(load case 2), 5=- 287(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -957, 3-4 =36 BOT CHORD 2 -6 =910, 5 -6 =910 WEBS 3 -5= -963, 3 -6 =175 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead Toad, in the gable end roof zone on an occupancy category 11, condition II 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 396 Ib uplift at joint 4, 625 Ib uplift at joint 2 and 287 Ib uplift at joint 5. LOAD CASE(S) Standard ` ` 1 t I I 1 / / , 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads 2=- •.••.. NCEA • • P , Vert: 1-2=-54.0 , . � / , Trapezoidal Loads (plf) •(1F lc 4, Vert: 2=- 2.8- to -4 =- 133.6, 2=- 0.0 -to -5= -74.2 V •.,. 4 -f l. <0 - * , No. 21475 1* - * _- * . STATE OF ', 4 "..... • •' G\ �: • '. S,ONALt• `.� January 5,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE . M Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual budding component to be t►11CrS . Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss 1 B designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance (�;,`�j. [� �� regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 I C"' 11 1I Handling Installing and Bracing Recommendation available from Truss Plate Institute 583 D'Onofno Drive, Madison, WI 53719 _ __ __ _ ______ __ ____! • Job Truss Truss Type Qty Ply 1852 -1854 FORSYTH CT. J1058932 J64512 HJO2 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Jan 07 11:52:09 2004 Page 1 7 -3-5 I 9 -10-13 -2-9-15 � 2 -7 -8 2-9-15 7 -3 -5 Scale = 1:21.4 2x4 11 5 4 1 � 3x4 = . 2.83 FT 3 1 Oa u 2 MA r it �/x4= • V; 7 6 3x6 11 3x4 = 7 -3 -5 I 9 -10 -13 I 7 -3 -5 2 -7 -8 DEFL in (loc) ft PLATES GRIP LOADING (psf) SPACING 2 -0 -0 CSI ( ) 1 /de TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.04 2 -8 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.33 1 -2 >113 BCLL 10.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.00 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /deft = 240 Weight: 43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0-0 oc purlins. 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 REACTIONS (lb /size) 2= 296/0 -4 -15, 8= 891/0 -4 -15 Max Horz2= 373(load case 2) Max Uplift2=- 411(load case 4), 8=- 903(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3 =246, 3- 4 =-48, 4 -5 = -13 BOT CHORD 2 -8= -183, 7- 8 = -183, 6 -7 =0 WEBS 3 -8= -639, 3 -7 =234, 4 -7 = -96 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II 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 411 Ib uplift at joint 2 and 903 Ib uplift at joint 8. LOAD CASE(S) Standard ` 1%%1111/,.. 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 7 Uniform Loads (p11) ; ` 0 C E q • p z ,, Vert: 1-2=-54.0 • ••. . ,9 Trapezoidal Loads (plf) Vert: 2=- 2.8- to -5 =- 133.6, 2=- 0.0 -to -6= -74.2 V • G � � T►FIC 41 � -- • - *; No.21475 .* • ,p STATE OF 6 IF S •......• . G � �i,,' `S/ONAt.0' ``.` January 7,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Des ign valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component to be BUINIderS I Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance �SfS F �.: ■ � regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 FirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply 1852 -1854 FORSYTH CT. J1058933 J64512 T01 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Jan 07 11:52:09 2004 Page 1 1 I I I I I °� I 2-0-0 5-1 -12 7-0-0 11-9-1 16-4 -6 21 -3-4 25-8-12 30 -7 -10 35 -2 -15 40-0-0 1 -1 47-0 -0 49-0-0 2-0-0 5-1 -12 1 -10-4 4 -9-1 4-7-5 4-10-14 4-5-8 4 -10-14 4-7 -5 4 -9 -1 1 -10-4 5-1-12 2-0-0 Scale = 1:86.7 3x6 II 4.00 1 12 5x14 = 3x6 I1 5x14 = 4x6 = 5x14 = 2x4 I1 5x8 = 5x6 = 3x6 ---.-.--' 4 10 11 12 3x8' 6 7 8 9 13 n - _ _.\ I` Ii I = I i� l ice_ _ N +■ \ �� 14 1 2 - �� F�]�� I- - 4x6` O 4x6 = 27 26 25 24 23 22 21 20 19 18 17 16 2x4 11 5x6 = 4x10 = 2x4 11 4x6 = 4x6 = 4x10 = 2x4 II 4x10 =3x8 II 10x14 = 2x4 II 1 5-1 -12 7 -0-0 I 11 -9-1 16-4 -6 21 -3-4 25 -8 -12 I 30-7-10 1 35 -2 -15 I 40-0-0 f1 -10-4 47 -0-0 1 5-1 -12 1 -10-4 4 -9 -1 4-7 -5 4 -10-14 4 -5 -8 4 -10-14 4 -7 -5 4-9-1 1-10-4 5-1 -12 Plate Offsets (X,Y): [2:0- 3- 6,0 -0-6], [4:0- 11- 0,0 -2 -81 [6:0- 7- 0,0- 2 -12], [9:0- 2- 14,0 -2 -8], [10:0- 1- 0,0 -2 -8], [11:0- 4- 0,0- 2 -12], [12:0- 3- 4,0 -2 -8], [16:0- 1- 8,0- 4 -12], [22:0 -2- 14,0 -5 -4], [26:0- 3- 0,0 -2 -12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.31 25 -26 >818 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.25 25 -26 >999 BCLL 10.0 Rep Stress Incr NO WB 0.98 Horz(TL) -0.06 16 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 240 Weight: 275 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except` TOP CHORD Sheathed or 3 -2 -2 oc purlins. 7 -12 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-6 -11 oc bracing. BOT CHORD 2 X 6 SYP No.1D WEBS 1 Row at midpt 6 -25, 6 -22, 9 -22 WEBS 2 X 4 SYP No.3 *Except* 6 -22 2 X 4 SYP No.2D, 8 -22 2 X 8 SYP No.1 D, 9 -19 2 X 4 SYP No.2D 9 -21 2 X 8 SYP No.1 D REACTIONS (Ib /size) 2= 1449/0 -3 -8, 22= 4582/0 -4 -11 (input: 0 -3 -8), 16= 1925/0 -3 -8 Max Horz2=- 135(Ioad case 5) Max Uplift2 =- 1606(load case 2), 22=- 4900(load case 4), 16=- 2560(load case 5) Max Grav2 =1449(load case 1), 22 =4640(load case 6), 16 =1936(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =38, 2 -3= -3412, 3-4= -3300, 4 -5= -2749, 5 -6= -2749, 6 -7 =3303, 7 -8 =3303, 8 -9 =3303, 9 -10= -1927, 10 -11= -1927, 11 -12 =-436, 12 -13 =-479, 13 -14 =975, 14 -15 =37 BOT CHORD 2 -27 =3191, 26 -27 =3191, 25 -26 =3196, 24 -25 =586, 23 -24 =586, 22 -23 =586, 21 -22= -101, 20 -21= -101, 19- 20 = -101, 18 -19= 2038,17 -18= 2038,16 -17 =- 889, -16 -889 WEBS 3 -27 =- 34,3 -26 =- 64,4 -26= 867,4 -25 =- 496,6 -25= 2415,6 -22 =- 4291,8 -22 =- 603,9 -22 =- 3599,9 -19= 2237,11 -19= -124, 11 -18= 286,11 -17 =- 1789,12 -17 =- 198,13 -17= 1737,13 - = 1699,9 -21 179,10 -19 =- 561,5 -25 =- 557,6 -24 =204 NOTES `` 1 1 1 1 1 1 0 7 1) This truss has been checked for unbalanced loading conditions. ■�� N C E A ' ' 1 \ \ N 2) This truss has been designed for the wind Toads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord A dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed ` • . • • : building, with exposure C ASCE 7 -98 per FBC2001 If end verticals exist, they are not exposed to wind. If cantilevers exist, the right is •` 1FIC • . ,/, exposed and t left is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate ` .. *' �1` • • • t 0 grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. - * , No- 21475 •: * 4) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1606 Ib uplift at joint 2, 4900 Ib uplift at i ` joint 22 and 2560 Ib uplift at joint 16. .. . • STAT OF ; 1 0 •. •. F LOR10P ••• * �ti" . . ..... - � '. S / ONAt -' LOAD CASE(S) Standard ' 1 1 / 1 1 1 1 1 1 W `` January 7,2004 Continued on page 2 f ® Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE V irg Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not 1,555 designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance i FirstSource _�',1 �� f [ i ^ i regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specifwation, and HIB -91 { 1""" 1 1 i ., Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Dnve Madison WI 53719 Job Truss Truss Type Qty Ply 1852 -1854 FORSYTH CT. J1058933 J64512 T01 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Jan 07 11:52:09 2004 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -4= -54.0, 4 -12 =- 117.6, 12 -15= -54.0, 2 -26= -30.0, 17 -26= -65.3, 14 -17= -30.0 Concentrated Loads (lb) Vert: 26=-539.0 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE - , B Design valid for use only with MiTek connectors. This design is based only upon param ters shown, and is for an individual building component to be • Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer truss ner -not ss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the • responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance } �i 1 � regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 — u - Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofno Drive Madison, WI 53719 -- -__.,_ • Job Truss Truss Type Qty Ply 1852 -1854 FORSYTH CT. J1058795 J64512 T02 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Jan 07 09:36:27 2004 Page 1 -2 -0-0 I 5-1-12 I 9 -0-0 I 14 -9-10 I 20-7 -3 26 -4 -13 I 32 -2 -6 I 38-0 -0 I 41 -10-4 I 47-0 -0 I 49 -0-01 2-0-0 5-1 -12 3-10 -4 5-9-10 5-9 -10 5-9-10 5-9-10 5-9-10 3-10 -4 5-1 -12 2-0-0 Scale = 1:86.7 5x10 MII20H = 5x10 MII20H = 4.00 12 3x6 = 5x6 WB = 3x6 = 3x6 = 3x6 = 4 5 6 7 8 9 10 4x6 _ 4x6 � � \ \_� / /� r 3 � VIII , 11h\-../AIIIJAI II>M11■■_ 1 in in i' ` m O 7; 1 /I= 4x10= 4x10 = 22 21 20 19 18 17 16 15 14 3x8 I I 4x12 = 4x6 = 5x10 MI120H = 4x6 = 5x10 M1120H = 4x6 = 4x12 = 3x8 II 5-1 -12 9-0 -0 I 16-3-0 I 23 -6-0 I 30 -9-0 I 38-0 -0 I 41 -10-4 I 47-0-0 5-1 -12 3 -10-4 7 -3-0 7 -3-0 7 -3 -0 7 -3-0 3-10.4 5-1 -12 Plate Offsets (X,Y): [4:0- 6- 4,0 -2-4], [5:0 -2- 12,0 -1 -81, [9:0 -2- 12,0 -1 -81, [10:0 -6 -4,0 -2-41, [14:0- 1 -8,0 -4 -121, [15:04- 12,0 -2 -81, 121:0 -4- 12,0 -2 -81, [22:0- 1 -8,0 -4 -121 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 1.15 18 -20 >435 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.96 18 -20 >523 MII20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.91 1st LC LL Min ldefl 14 n/a Weight: 264 Ib BCDL 5.0 Code FBC2001 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 -5 -9 oc purlins. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 3 -5 -7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5 -21, 9 -15 REACTIONS (Ib /size) 2= 1830/0 -3 -8, 14= 2334/0 -3 -8 Max Horz2= 158(Ioad case 4) Max Uplift2=- 1922(load case 4), 14=- 2624(Ioad case 3) Max Grav2= 1848(Ioad case 6), 14= 2334(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =38, 2 -3= -4587, 34= -4274, 4 -5= -4090, 5 -6= -5593, 6 -7= -5593, 7-8= -5716, 8 -9= -4381, 9 -10= -1633, 10- 11= -1741, 11-12=949, 12-13=37 BOT CHORD 2 -22 =4306, 21 -22 =4306, 20 -21 =5408, 19 -20 =5852, 18 -19 =5852, 17 -18 =5365, 16 -17 =5365, 15 -16 =3945, 14- 15 = -863, 12 -14= -863 WEBS 3 -21 =- 291,4 -21= 1060,5 -21 =- 1488,5 -20= 420,7 -20 =- 312,7 -18 =- 194,8 -18= 501,8 -16 =- 1190,9 -16= 989,9 -15= -2608, 10 -15 =290, 11 -15 =2688, 11 -14= -2096, 3 -22 =2 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead Toad 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 exist, they are not exposed to wind. If cantilevers exist, the right is t f 1 I 1 1 f . exposed and the left is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate ♦��N E q . A 2� grip increase is 1.60 •.,9 �� 3) Provide adequate drainage to prevent water ponding. • .. ,/ 4) All plates are plates unless otherwise indicated. Q• • • ,11 FI C -Ill:.„ •• y 5) Provide mechanical l connection (by others) of truss to bearing plate capable of withstanding 1922 Ib uplift at joint 2 and 2624 Ib uplift = V •C� •t at joint 14. _ * • No. 21475 . * LOAD CASE(S) Standard -" , ' • STATE OF .1 , S S /ONALt - " "` - Off WO January 7,2004 Y Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 BEFORE USE BUilderS • Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, 059 -89 Bracing Specification and HI &91 , Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055365 J64512 T03 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:31 2003 Page 1 1 -2-0-0 1 6-4-8 11-0-0 I 17-3-14 I 23-6-0 I 29-8-2 I 36 -0-0 I 40 -7 -8 1 47 -0-0 14 9 -0-0 2-0-0 6-4 -8 4 -7 -8 6-3-14 6-2 -2 6-2 -2 6 -3-14 4 -7 -8 6-4-8 2-0-0 Scale = 1:86.7 8x14 M1118H= 3x8 = 8x14 MI118H= 4.00 12 2x4 II 5x6 WB= 2x4 II 4 5 6 7 8 9 3x6 3x6 5 i\ 6g� 10 �, u- 3 I �� d 5x8 = • 5x8 = 21 20 19 18 17 16 15 14 13 3x6 I I 4x6 = 4x10 = 7x10 = 3x6 II 7x10 = 4x10 = 4x6 = 3x6 II 1 6-4-8 I 11 -0-0 1 17 -3-14 1 23-6 -0 1 29-8 -2 1 36-0 -0 40-7 -8 1 47-0-0 1 6-4 -8 4 -7 -8 6-3 -14 6-2 -2 6-2 -2 6-3-14 4-7 -8 6-4-8 Plate Offsets (X,Y): [2 3 - 4,Edge], 10- 4,0 -241,[7:0- 3- 0,Edgei,[ 10- 4,0 -2- 41,111:0- 3 -4,Ed LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 1.23 17 >455 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -1.04 17 >540 M1118H 195/188 BCLL 10.0 Rep Stress Incr YES WB 0.63 1st LC LL Min 16efl 11 n/0- Weight: 304 Ib BCDL 5.0 Code FBC2001 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed or 2-6-4 oc purlins. BOT CHORD 2 X 8 SYP 2400E 2.0E ' BOT CHORD Rigid ceiling directly applied or 4 -9-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -19, 9 -15 REACTIONS (lb /size) 2= 2080/0 -3 -8, 11= 2080/0 -3 -8 Max Horz2=- 184(load case 5) Max Uplift2=- 2124(Ioad case 2), 11=- 2123(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =41, 2 -3= -5324, 3 -4= -4948, 4 -5= -5925, 5 -6= -5925, 6 -7= -5925, 7 -8= -5925, 8 -9= -5925, 9 -10= -4948, 10- 11= -5324, 11 -12 =41 BOT CHORD 2 -21 =5016, 20 -21 =5016, 19 -20 =4683, 18 -19 =6484, 17 -18 =6484, 16 -17 =6484, 15 -16 =6484, 14 -15 =4683, 13 -14 =5016, 11 -13 =5016 WEBS 3 -21 =- 57,3 -20 =- 385,4 -20= 543,4 -19= 1424,5 -19 =- 330,6 -19 =- 644,6 -17= 302,6 -15 =- 644,8 -15 =- 330,9 -15 =1424, 9 -14 =543, 10- 14 = -385, 10- 13 = -57 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II 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 `` ` t t t 1 1 1 1 17' 3) Provide adequate drainage to prevent water ponding. ♦ Q. 4) E q P ' i 4) All plates are MI120 plates unless otherwise indicated. t • • 'i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2124 Ib uplift at joint 2 and 2123 Ib uplift � . • 4 ,. i Q' •• •, y ■ at joint 11. -- V ; .,A, "11 %.* to LOADCASE(S) Standard — * , No. 21475 : * '_ * _ ,o . STATE OF % �0 *. F �ORIOP' •'0- '' � / ONA1 - '.11 January 5,2004 —No,. A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE res Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be utlld Installed and loaded vertically. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss I I . i, designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance I irstSourc,I regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute 583 D'Onofno Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055366 J64512 T04 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SRI s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:32 2003 Page 1 1 -2 -0-0 1 6 -10 -14 I 13 -0 -0 20 -0-9 I 26-11-7 I 34-0-0 I 40-1 -2 I 47-0 -0 as -0-0 2 -0-0 6 -10 -14 6-1 -2 7 -0 -9 6 -10-13 7-0-9 6 -1 -2 6-10-14 2-0-0 = 1:86.7 8x14 MII18H= 8x14 MI118H= 2x4 I 1 4x6 = 3x8 = 4.00 12 4 5 6 7 8 �a.i� 111 3x6 3x6 % 3 9 � ia. Fia L .7. :0 1 .,. �1 r i1�� -- o /. o 4x10 = 17 tg 15 14 13 12 4x10 = 2x4 II 4x6 = 7x10 = ` 7x10 = 4x10 = 2x4 II • 6 -10 -14 13-0 -0 20-0 -9 i 26-11-7 I 34-0 -0 I 40-1 -2 47-0-0 6 -10-14 6 -1 -2 7-0-9 6 -10-13 7-0 -9 6-1 -2 6 -10-14 Plate Offsets (X,Y): [4:0- 9- 8,0 -2 -01, [8:0- 9- 8,0 -2 -01, [14:0- 5- 0,0 -4-8], [15:0- 5 -0,0 -4 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 1.09 14 -15 >515 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.94 14 -15 >598 MII18H 195/188 BCLL 10.0 Rep Stress Incr YES WB 0.59 Hot LL Min 1 1040 n/a Weight: 270 lb BCDL 5.0 Code FBC2001 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2 -7 -15 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3 -9 -8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -15, 7 -13 REACTIONS (Ib /size) 2= 2080/0 -3 -8, 10= 2080/0 -3 -8 Max Horz2= 204(load case 4) Max Uplift2=- 2109(load case 2), 10=- 2109(Ioad case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =38, 2 -3= -5325, 3-4= -4587, 4 -5= -5240, 5 -6= -5244, 6 -7= -5244, 7 -8= -4333, 8 -9= -4578, 9 -10= -5328, 10 -11 =38 BOT CHORD 2 -17 =4996, 16 -17 =4996, 15 -16 =4322, 14 -15 =5259, 13 -14 =5262, 12 -13 =4999, 10 -12 =4999 WEBS 3 -17 =145, 3 -16= -734, 4 -16 =503, 4 -15 =1076, 5 -15= -370, 7- 15 = -18, 7 -14 =209, 7 -13= -1093, 8 -13 =1067, 9 -13= -746, 9 -12 =152 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead Toad 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 3) Provide adequate drainage to prevent water ponding. `, ` t I I 1 ► ► �' ' 4) All plates are MI120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2109 Ib uplift at joint 2 and 2109 Ib uplift `� � �NC E A p ,� at joint l0. ` ••• ........ 'q i ■ Q 1IF1c •.. 4 • LOAD CASE(S) Standard v • • •' G 4 )�• •:� -*; No.21475 :* -' * - , • STATE OF •• . SIONAI_E �. ' I ► ►1111 January 5,2004 • Q Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES( REFERENCE PAGE MII-7473 BEFORE USE ulklers • Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the j responslbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance [' � `' r •� 1 �y x �� ✓+ regarding fabrication, quality control, storage, delivery, erection and bracing. consult OST -88 Quality Standard, DSB -89 Bracing Spec cation, and HIB-91 1 I C"` FL_6.•J1 U Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Oty Ply Beaches Habitat Lot 348 J1055367 J64512 T05 ROOF TRUSS 2 1 I (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:32 2003 Page 1 1 -2 -0-0 7 -10-14 I 15-0 -0 20.6 -0 I 26-4-0 I 32 -0-0 39 -1 -2 I 47-0 -0 X4 9-0 -0 2-0-0 7 -10-14 7 -1 -2 5-8-0 5-8-0 5-8-0 7 -1 -2 7 -10-14 Scale = 1:86.7 7x14 M1120H = 7x14 MII20H = 3x6 = 3x6 = 4.00 12 4 5 6 7 _ T - ira 1011111111111111113X6 3x6 3 n m ul 9 ,� o f /i 4x10 — 4x10 = 1 7 16 15 14 13 12 11 2x4 II 3x8 = 5x6 WB= ,,3x6= 5x6 WB= 3x8= 2x4 II 7 -10 -14 I 15-0-0 23-6 -0 I 32 -0-0 I 39 -1 -2 I 47-0 -0 I 7 -10 -14 7 -1 -2 8-6-0 8-6-0 7 -1 -2 7 -10 -14 Plate Offsets (X,Y): [2:0 -0 -3, Edge[,[ 4: 0- 9- 8,0 -2- 01,[7:0- 9- 8, 0- 2- 01 ,[ 0- 3 ,Edge) , [ 15 : 0- 3- 0, Edg e[ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 1.08 14 >517 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.00 14 -16 >561 MII20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(TL) -0.32 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /deft = 240 Weight: 230 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed or 2 -5-0 oc purlins. 4 -7 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2 -11 -11 oc bracing. BOT CHORD 2 X 4 SYP No.1D 'Except` 13 -15 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 2080/0 -3 -8, 9= 2080/0 -3 -8 Max Horz2= 223(load case 4) Max Uplift2=- 2092(load case 2), 9=- 2092(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -5185, 3-4= -4256, 4 -5= -4005, 5 -6= -4535, 6 -7= -4005, 7 -8= -4256, 8 -9= -5185, 9 -10 =34 BOT CHORD 2 -17 =4844, 16 -17 =4844, 15 -16 =4464, 14 -15 =4464, 13 -14 =4464, 12 -13 =4464, 11 -12 =4844, 9 -11 =4844 WEBS 3 -17 =233, 3 -16= -923, 4 -16 =975, 5 -16 =-621, 5 -14 =146, 6 -14 =146, 6 -12 =- 621, 7 -12 =975, 8 -12= -923, 8 -11 =233 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead Toad 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 `` ` t t I I 1 1 1'' 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 plates unless otherwise indicated. , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2092 Ib uplift at joint 2 and 2092 Ib uplift ; �1H C E A. • A 9 i� ■� , , at joint 9. Q' • '11FIC • LOAD CASE(S) Standard - No.21475 1* - * , STATE OF • � • Pt ics, �O R10p' • 4 ' �' / , /ONA1 - " ' ' ,1 11111 11' January 5,2004 © Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown and is for an individual building component to be I►U1llr Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss • designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsihillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance • r �.(.� �� regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and 1-1113-91 i 1 1""' i i Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Oty Ply Beaches Habitat Lot 348 J1055368 J64512 T06 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:33 2003 Page 1 I - 2 -0 -0 6-2-8 I 11 -7 -4 1 17-0-0 I 23 -6-0 I 30-0-0 35-4-12 1 40-9 -8 1 47-0-0 1 49-0 -0 I 5-4 -12 5.4-12 6 -6-0 6 -6-0 5-4 -12 5-4-12 6-2 -8 2-0-0 2-0-0 6-2-8 Scale = 1:86.7 4.00 iri 5x10 M1120H = 3x8 = 5x10 M1120H = 6 7 8 - 3x6 - i1 1U;IUJ 4x— 9 10 2x4�i 2x4 -: 4 11 u' _ ....0 "41 1 2 d 4 0 = 4x1 4x10 = 20 19 18 17 16 15 14 3x6 = 3x8 = 4x6 = 2x4 I I 4x6 = 3x8 = 3x6 = 1 8 -10-14 I 17 -0-0 1 23 -6-0 1 30-0 -0 I 38-1 -2 1 47-0-0 8 -10-14 8 -1 -2 6-6 -0 6-6-0 8-1 -2 8 -10 -14 Plate Offsets (X,Y): [2:0- 0- 3,Edge], [6:0- 6- 4,0 -2-4], [8:0- 6- 4,0 -2-4], [12:0- 0- 3,Edge], [18:0- 3- 0,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 1.00 17 >558 M1120H 249 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.89 15 -17 BCLL 10.0 Rep Stress Incr YES WB 0.61 Horz(TL) -0.30 12 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl = 240 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 -6 -13 oc purlins. BOT CHORD 2 X 4 SYP No.1D `Except' BOT CHORD Rigid ceiling directly applied or 3 -0 -0 oc bracing. 16 -18 2 X 4 SYP No.2D WEBS 1 Row at midpt 7 -19, 7 -15 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 2080/0 -3 -8, 12= 2080/0 -3 -8 Max Horz2=- 246(load case 5) Max Uplifl2=- 2073(Ioad case 2), 12=- 2073(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -5213, 3-4= -4934, 4 -5= -4878, 5 -6= -3969, 6 -7= -3748, 7 -8= -3748, 8 -9= -3969, 9 -10= -4878, 10- 11= -4934, 11 -12 =- 5213,12 -13 =3 BOT CHORD 2 -20 =4879, 19 -20 =4329, 18 -19 =4037, 17 -18 =4037, 16 -17 =4037, 15-16 =4037, 14 -15 =4329, 12 -14 =4879 WEBS 3 -20 =- 301,5 -20= 538,5 -19 =- 739,6 -19= 912,7 -19 =- 389,7 -17= 168,7 -15=- 389,8 -15= 912,9 -15 =- 739,9 -14 =538, 11 -14= -301 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 16 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, ` .%01111 ,' they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ` 3) Provide adequate drainage to prevent water ponding. �� N Ci E q A �� 4) All plates are MI120 plates unless otherwise indicated. •. • • • • 4 , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2073 Ib uplift at joint 2 and 2073 Ib uplift ` ►FIC •. / i y at joint 12. = V • .4 •% ••• A1'.• LOAD CASE(S) Standard _ * i No. 21475 : * _. * ,p • STATE OF : ` %� '.4i, S NM N N N ' i ,\ January 5,2004 -- © Warning - Verify design parameters and READ ROTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE Builders Design valid for use only with MiTek connectors. This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss 1 , designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the , FirstSource responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabdcation, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, D58 -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D Onofrio Drive Madison, WI 53719 Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055369 J64512 T07 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:34 2003 Page 1 I -2 -0-0 I 6-10 -8 I 12 -11-4 I 19-0-0 I 23-6 -0 I 28-0.0 I 34 -0 -12 I 40 -1 -8 I 47-0.0 14 9 - 2-0-0 6-10-8 6-0 -12 6-0-12 4-6-0 4-6-0 6-0-12 6-0-12 6 -10-8 Scale = 1:86.7 4.00 12 5x8 — 3x6 = 5x8 = 6 7 8 r': 3x6 % 1 3x6 4x6 5 9 4x6 1 3 2x4 4 11 A rc 12 1 i d �: 4x10 = 4x10 = 19 18 17 16 15 14 ` 3x6 = 4x6 = 3x8 = 3x6 = 3 = 4x6= 9-10-14 19-0 -0 I 28-0-0 I 37 -1 -2 I 47-0-0 1 9-10-14 9 -1 -2 9-0-0 9 -1 -2 9 -10-14 Plate Offsets (X,Y): [2:0- 0- 3,Edge1, [6:0- 5- 0,0 -2 -81, [8:0- 5- 0,0 -2 -8), [12:0- 0- 3,Edge), [17:0- 3- 0,Edge] LOADING (psf) SPACING i loc I /defl PLATES GRIP SPACING 2 -0 -0 CSI ( ) TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.94 15 -18 >599 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) - -0.91 15 -18 >613 BCLL 10.0 Rep Stress Incr YES WB 0.88 1st Horz(TL) LL M'� 1240 n/a Weight: 237 Ib BCDL 5.0 Code FBC2001 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 -5 -9 oc pudins. BOT CHORD 2 X 4 SYP No.1D *Except` BOT CHORD Rigid ceiling directly applied or 2 -11 -10 oc bracing. 16 -17 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 2080/0 -3 -8, 12= 2080/0 -3 -8 Max Horz2= 269(Ioad case 4) Max Uplift2=- 2052(Ioad case 2), 12=- 2052(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -5160, 3-4= -4843, 4 -5= -4789, 5 -6= -3724, 6 -7= -3502, 7 -8= -3502, 8 -9= -3724, 9 -10= -4789, 10- 11= -4843, 11 -12 =- 5160,12 -13 =3 BOT CHORD 2 -19 =4839, 18 -19 =4186, 17 -18 =3568, 16 -17 =3568, 15 -16 =3568, 14 -15 =4186, 12 -14 =4839 WEBS 3 -19= -364, 5 -19 =625, 5 -18= -858, 6 -18 =853, 7 -18= -116, 7 -15= -116, 8 -15 =853, 9 -15= -858, 9 -14 =625, 11 -14= -364 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead Toad, 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 `` ` ` t I I t r r r' 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2052 Ib uplift at joint 2 and 2052 Ib uplift `� C E A A � ' at joint 12. • ,- ..... •• i ‘..4. ••', ? ... - c . • 'c►FIc . . LOAD CASE(S) Standard — V • • • 0 � � v . 4' •• �0 . • - *, No.21475 1* - * - ,p STATE OF i %� O• F� ORIOP •• Iv .// /ONALf -" s` ' 11 rlltl \`' January 5,2004 © Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE 1 Design valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not tress designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the t"S�U �� • responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance • regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofno Drive, Madison WI 53719 _ - -_ - - - -- Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055370 J64512 TO8 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:34 2003 Page 1 1 -2 -0-0 I 7-6-8 I 14 -34 I 21 -0 -0 I 26 -0 -0 I 32 -8-12 39-5 -8 47 -0-0 1 49 -0-0 2-0-0 7.6-8 6-8-12 6-8 -12 5-0-0 6-8-12 6-8 -12 7-6-8 2-0-0 Scale = 1:86.7 5x8 = 5x14 = 4.00 12 6 7 2x4 3x6 3x6 4x6 % 5 8 4x6 2x4 �i v 4 10 r r 3 r n :: ,n 2 �. r � - th o 4x10 4 x10 = 4x10 = 18 17 16 15 14 13 3x6 = 4x6 = 3x6 = 3x6 = 3x8 = 4x6 = 10 -10 -14 I 21 -0 -0 I 26 -0-0 I 36-1 -2 1 47-0 -0 10 -10-14 10 -1 -2 5-0 -0 10-1 -2 10 -10-14 Plate Offsets (X,Y): [2 :0- 0- 3,Edge1,16:0- 5- 0,0 -2- 81,[7:0- 11- 0,0 -2 -8] ,[ 0- 3 ,Edgel , [ 17 : 0- 3 -0, Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.90 16 >626 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.01 13 -15 BCLL 10.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.28 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 235 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 2-6 -2 oc puffins. 1-4 2 X 4 SYP No.1D, 9 -12 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 0 -2-0 oc bracing. BOT CHORD 2 X 4 SYP No.1D `Except' WEBS 1 Row at midpt 5-16, 7 -16, 8 -15 14 -17 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 2080/0 -3 -8, 11= 2080/0 -3 -8 Max Horz2= 292(load case 4) Max Uplift2=- 2028(load case 2), 11=- 2028(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -5116, 3-4= -4752, 4 -5= -4692, 5 -6= -3466, 6 -7= -3248, 7 -8= -3465, 8 -9= -4693, 9 -10= -4753, 10- 11= -5117, 11 -12 =34 BOT CHORD 2 -18 =4798, 17 -18 =4034, 16 -17 =4034, 15 -16 =3246, 14 -15 =4034, 13 -14 =4034, 11 -13 =4799 WEBS 3 -18 =-425, 5 -18 =726, 5 -16= -977, 6 -16 =767, 7 -16 =3, 7 -15 =768, 8 -15= -979, 8 -13 =727, 10- 13 = -425 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 16 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 II 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 . 1 1 t 1 I f 1 / 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 Ib uplift at joint 2 and 2028 lb uplift ,. ��N C E • A : � '� � at joint 11. Q , '1 ► • / e • � • • � F C q ti -(c.. �t�•'F LOAD CASE(S) Standard ',k No.21475 ; * - . . STATE OF ./. '1 , /ONA1 - E t, G 0 ' 1 1 1 1 1 1 0 1- January 5,2004 — AI, Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI -7473 BEFORE USE �� Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss il designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance i FirstSource regarding fabrication, quality control, storage, delivery. erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 I t•` i i Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofeo Drive, Madison WI 53719 Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055371 J64512 T09 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:35 2003 Page 1 1 -2 -0-0 1 7 -0-0 15-0-0 1 23-0 -0 2 -0-f) 32-0 -0 1 40-0 -0 1 47-0-0 1 4 9-0 -0 2 -0-0 7 -0-0 8 -0-0 8-0-0 1-0-0 8-0-0 8-0-0 7-0-0 2-0-0 Scale = 1:86.7 5x10 MII20H = 5x10 MII2OH= 4.00 Fif 6 7 elm 4x6 % 4x6 5x6 WB% 5 8 5x6 WB z.. N v 4 9 3x6 3x6 % -. 10 r' g. 2 - — :�0 _11 14 ; _...iiiiiiiill o /" e 4x10 = 4x1 = 20 19 18 17 16 15 14 13 2x4 11 3x6 = 5x6 WB = 3x6 = 5x6 WB = 3x6 = 2x4 11 3x6 = 1 7 -0-0 1 11 -10-14 1 23 -0-0 2�1 -0-f] 35-1 -2 1 40 -0 -0 1 47 -0-0 7-0-0 4 -10 -14 11 -1 -2 1 -0-0 11 -1 -2 4 -10-14 7-0-0 Plate Offsets (X,Y): [2:0- 0- 3,Edgel, [6:0- 5- 0,0 -2 -0], [7:0- 5- 0,0 -2 -0], [11:0- 0- 3,Edgel, [18:0- 3- 0,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) 0.94 17 -19 >595 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.10 17 -19 >510 MII20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.28 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /deft = 240 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed or 2 -7 -11 oc purlins. 6 -7 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 3 -1 -12 oc bracing. BOT CHORD 2 X 4 SYP No.1D WEBS 1 Row at midpt 5-17, 8 -16 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 2080/0 -3 -8, 11= 2080/0 -3 -8 Max Horz2=- 313(load case 5) Max Uplift2=- 2002(load case 2), 11=- 2002(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =34, 2 -3= -5233, 3 -4= 4601, 4 -5= -4529, 5 -6= -3289, 6 -7= -3046, 7-8= -3289, 8 -9= 4529, 9 -10= -4601, 10- 11= -5233, 11 -12 =34 BOT CHORD 2 -20 =4896, 19 -20 =4896, 18 -19 =3957, 17 -18 =3957, 16 -17 =3046, 15 -16 =3957, 14 -15 =3957, 13 -14 =4896, 11 -13 =4896 WEBS 3 -20 =126, 3 -19= -659, 5 -19 =659, 5 -17= -1065, 6 -17 =764, 7 -16 =764, 8 -16= -1065, 8 -14 =659, 10 -14 =-659, 10 -13 =126 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 16 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 II 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 3) Provide adequate drainage to prevent water ponding. 1 1 1 1 1 I . i 4) All plates are MI120 plates unless otherwise indicated. , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2002 Ib uplift at joint 2 and 2002 Ib uplift ^ t N . E ... tb, �,� at joint 11. Q, ' '(� I • :�� F c • y ; � F ' • F LOAD CASE(S) v S) Standard _ '* No. 21475 .; * = _ * - ,p STATE OF •• �O '• PLORI1* :44/ ■'�,SS ` .. January 5,2004 A Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE U �� Design valid for use only with MiTek connectors This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of budding designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the s responsibitlity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance �"""` I'SIt,S tV- ^ ^ e 1, regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB -89 Bracing Specification, and 1118 ! M�" 1 ( -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D Onofrio Drive, Madison, WI 53719 _ • Job Truss Truss Type Qty Ply Beaches Habitat Lot 348 J1055372 J64512 T10 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL. 32244 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Wed Dec 31 09:41:36 2003 Page 1 1 -2-0-0 1 8-0-0 I 15-9 -0 I 23-6 -0 I 31 -3-0 I 39-0-0 I 47-0-0 149-0-01 2 -0 -0 8-0-0 7 -9-0 7 -9-0 7 -9-0 7 -9 -0 8-0-0 2-0-0 Scale = 1:85.3 5x10 MII20H = 4.00 FT 6 3x6 % 3x6 4x6 5 7 4x6 3x6 3x6 3 2 -■111 10 1 }0 C / c 4x10 = .. 4x10 = 18 17 16 15 14 13 12 2x4 1 1 3x6 = 5x6 WB = 3x8 = 5x6 W B = 3x6 = 2x4 I I 8-0-0 1 14-0-0 1 23-6-0 1 33-0-0 1 39-0 -0 47-0-0 8-0-0 6-0-0 9 -6-0 9-6 -0 6-0-0 8-0 -0 Plate Offsets (X,Y): [2:0- 0- 3,Edge), [10:0- 0- 3,Edge), [16:0- 3- 0,Edge) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.89 15 -17 >628 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.97 13 -15 >578 MII20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.72 Horz(TL) -0.28 10 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 240 Weight: 230 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "Except' TOP CHORD Sheathed or 2-4 -13 oc purlins. 1-4 2 X 4 SYP No.1 D, 8 -11 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3 -0 -8 oc bracing. BOT CHORD 2 X 4 SYP No.1 D 'Except' WEBS 1 Row at midpt 5 -15, 6 -15, 7 -15 14 -16 2 X 4 SYP No.2D WEBS 2X4 SYP No.3 REACTIONS (Ib /size) 2= 2080/0 -3 -8, 10= 2080/0 -3 -8 Max Horz2=- 320(Ioad case 5) Max Uplift2=- 1995(load case 2), 10=- 1995(Ioad case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 034, 2 -3= -5176, 3-4= -4354, 4 -5= -4288, 5 -6= -3191, 6 -7= -3191, 7-8= -4288, 8 -9= -4354, 9 -10= -5176, 10 -11 =34 BOT CHORD 2 -18 =4836, 17 -18 =4836, 16 -17 =3877, 15 -16 =3877, 14 -15 =3877, 13 -14 =3877, 12 -13 =4836, 10 -12 =4836 WEBS 3 -18= 207,3 -17 =- 843,5 -17= 606,5 -15 =- 1102,6 -15= 1550 -15 = 1102,7 -13= 606,9 -13 =- 843,9 -12 =207 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 16 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II 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 3) All plates are MI120 plates unless otherwise indicated. . 1 1 f 1 1 1 1 , / 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1995 Ib uplift at joint 2 and 1995 Ib uplift `,, % N \i E q 1 , at joint 10. •.•.•••••.,• ,9 i • 1FIc • .. � 4 LOAD CASE(S) Standard V V, )�•• 2 * No. 21475 ; * - * = ,p - STATE OF ;��poS �G`a�� '�, S,ONAI..S. `. . January 5,2004 A Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE �� r Design valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component to be I de. I B nstalled and loaded vertically. Applicability of design pammenters and proper incorporation of component is responsibility of building designer - not truss • • designer. Bracing shown is for lateral support of individual web members only. . Additional temporary bracing to insure stability during construction is the `; • responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance �r ^ regarding fabrication, quality control, storage, delivery, erection and bracing, consult 0ST -88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 "V"�.0 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison WI 53719 D -p D D y �� 7O • X m r m `� CA i� i� 1111 O ` N 111 3Q oa Z °Q ° a D 3 0 0 ° � _ �n Z N 5n' o5 0 om ' �� < c5A cma)0 D 3 Q �Q NNo om ,,, x �' NNm C 3 Q O C o Qa OQO� °w `6 0 0 °-, o --- d c3 a, ; m - Qo c � < o D a m _ ' m mo'� � D. Fri o ' 0 0 0' i n 7 Q 7 (D v,7 . 00 50 o. 0 . 0 Z a o' 0 7o�^ O o? (D5 -4 - O`. Q Y' 3' v , zO Qo 0 > 0 0 5 . � -00 o CD Q �Q ��, —� cQs Qn� `� O ao oo Z on m Qoa ' co n- 0. 5 a. N 7.6 c - x ate • Z CO n m n> O TOP CHORD C7 0 Z a =0 - N Z 0 D m SOD C m ,rriw 70 7 C -1 ti n m -i 3 7 K Z�S O 0 Er -0 w m c0 w J O v - W O O ym 0 O '� 2 N 7 W N O- m 0 C _ tO N N O. m 9 J v D v -, -1m A y 7 C O 73 F3 rn m 0 f CD D a O -6 O n N S M Z > m ` rt H A [1 ro r- K 3 3 4 Z m W ►a a V W TOP CHORD _ .p pp V a Cn A W N o T D CI cn A W N 7' O p C • (D (D ^ 0()D C -"«W (nor Dom'() •00C C C oC a - 3'"o O0 OQ� u, Q 7 O 0 O 0 - O 0 3• o El fl C 0_,. Q p n (per 0 3 0 0 Q ,- o E. O w • n (Q � n 0 (D 0 0 N p 0 a o 3 o N 3 , • O <D 6 (D \( O - C) (D 0 a< 0 m 3 03 NO -o 0 � 3 a S c ' 7 Q N -" o - 00 5Q � 3 0 o. (O _ `/,�' 0 - n 0 co' o (DO - ‘.6' D0 N (D (D 0 0X �, QO OQ6 CD n n ( D O / V }� • A 7 7 O .'_` 0 (� 0 0(D (D (n - O Q � � a. O M r-'1* N Q � n n• - O p O �V X a O 00 ,.,v, < 3 -v, OF 0 �0 - ,, 0< a.-• < O0 0 °_(n(D • ® 5a a0 ' n 307 (D(D 'O,C„ a_ WO Q60 (D C o CD (Q � 0cD0 OH (D `O a/ 0 oX a T, n o f2 - o:^� Q. c o ? 3 � o x o 0 cQ 0 co O •11 a o n ° - o o ? N o d c p c D �� roc Qf m m + m � D • fl �m ^ 7 p Q c el az o 0" O 0 a 0 3 m 0 m C 2 c c-,-::-.- � a -. > 0 - (D 0:2 0 C H �a o3 Q m a nQ on o - 0 3 ° �Q a"a -'3 00 <n ( ° c� 0 0 . y o n (D O �. (D N o O a-- cp cD O - O N a3 mo - � o �n D m a � � 3Q n ° -< n P 23 a Q - c 7 D Q (Q6 O a o(D ° _,- o n 6 0 ; O0 Q C n 7c l Q a ' C D � C fl ^ Q N C (D v O (1), n (n 3 a n y n (Q � (D a n O C - a a) C a / � (D cn Q o N . 0.- 0 O Q OQ a • n Q 5 ,�, n n z 0 (V o - CD a Q. �a 5 -.- Q �N Qo 0_ �o ?o Qo ^ o -�- oQ y cn Er ( 0 c � � co a0 0 0� am o CT) 9, a 6 a • ° 0 0 m (D o D °• Q Q 0 o Z ,• o 7 o m n 6 0 . 0 � (D o a 0 00a 5' .- O 7 n -} M Duplex L or R H VA C Load Calculations for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 tht g , r RHVAC .T L� H EsI AC LOADENT S (.3' 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 & NC 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 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 1..64 Tons (Based On Sensible + Latent) 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. --_,, ,,.........\o.,.;,,.. +, \Ronnkne Nahtat\ (II inlov -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 & NC 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 4 920 1,200 2,120 People: 0 3,600 3,600 Equipment: 0 0 0 Ductwork: 1,079 0 1,522 1,522 D 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 1.81 Tons (Based On 77% Sensible t 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, ._ u.,h; +., +\n.InIn„_i _P -1 i rhv Friclav f)ar AmhPr 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 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 PH10JA024 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 Frirlaxi rlaramhar 1C1 2nnfl 2•nQ 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 j 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 ft2 1 I 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 ft2 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 - 1 PT- Programmable Thermostat, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) Total as -built points: 19795 PASS Glass /Floor Area: 0.09 Total base points: 20047 I hereby certify that the plans and specifications covered Review of the plans and sT` by this calculation are in compliance with the Florida specifications by s ecifications covered b this o�` . " 9TH . r� a w o ''. •.• Ener Code. calculation indicates compliance 4;>,,, O cean State -Glenn Jones with the Florida Energy Code. PREPARED BY: Before construction is completed '• a - , d DATE: this building will be inspected for ' �� Ihereby certify that this building, as designed, is in ;/ compliance with Section 553.908 ` l ' .v- p '" .F . compliance with the Florida Energy Code. Florida Statutes. '••• ° D �'� -•�' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , Atlantic Beach, FI, 32233- PERMIT #: 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® /FIaRES2001 FLRCPB v3.30 , FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, FI, 32233- PERMIT #: 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 = Point: .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® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I 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 �o : c1E , sr gT � o . o f�CO •, �5 D EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I 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 1 606.1.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 (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 (EPL) 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 =11.0, 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) SHE ST O� . .................9TH in this home before final inspection. Otherwise, a new EPL Display Card will be completed ' �,'� - � O�'••. based on installed Code compliant features. Builder Signature: Date: i 11 = r+ d. • Air Address of New Home: City /FL Zip: `l'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.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: FLRCPB v3.30) Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: O R / 1 \.-1 Contractor Name: bC & C S +Ack b j Permit #: 2---) 9 Property Address: L B S Li f 6+ Legal Description: 1 - --0 'fr II „ ,(-(' ?. --- 1- E_j 3S R r> (Ai v .,_ 3 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: W ` Ut I Lowest Floor Elevation: i, 3- y Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. .* F q4 Public Works (..0 r b ) &L., Planning Dept. • 1 a Building Dept. is G e ° Y 4 6 Y ,�� (' 3-- r Final Survey with FFE WIF No All Re- Inspect Fees Paid 411) No An- �' 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 .1.) �` ~ {' INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027914 Date 3/17/04 Property Address 1854 FORSYTH CT Tenant nbr, name INSTALL NEW HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BEACHES HABITAT OCEAN STATE HEAT & AIR 1671 FRANCIS AVE. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241 -1222 (904) 249 -8251 Permit MECHANICAL PERMIT Additional desc . 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 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. 1 41%,.... c L ' / BUILDING OFFICIAL Mar 16 04 05:31p Ocean State A/C 904 - 249 -8949 p• r,,, CITY OF ATLANTIC 13';ACH r ; , rl ,t.y MECHANICAL PERMIT A.PPLICA`I.'ION Ufs v% _ Date: ....?..-e ' 1 8, t F:, G4r. Property Address: ..G - -. Owner: - Si‘ t fi r.". Telephone #: 2V - Tar/ Contractor:____ ��a-- •• Contractor Address /5/76 ■4. — • with the of permit and sp[xitic tuns whit are puthereof and in above cc with the hereby 3gue in perform Atlantic beach u d nnit ex and standards of wh the anchetl p P pond pnuaice listed therein. lJ'(ft11er construction is be ing dope on this building Type al "Heating Fuel: or site. list the building permit numttr. rQ Zlectl'1C � ❑ t3sY: _LP Natural ,,Central Utility ❑ Oil O Other - SQec41 NATURE OF WORK MECHANICAL EQU'1PMFNT TO BE INSTALLED Heat _ Space — Recessed , entral __Floor ' c Residential X' Air Conditioning: Room -e antral {. 0 Commercial 12 Duct System: Material Fftra,,,.,..1Thickness re ' Maximum capacity gir New Building ❑ Refrigeration jpm 0. Cooling Tower: Capacity c7 Existing Building o Fire Spriulders: Number of Heads O Elevator: _ Mani& - Escalator (Number) J ReplacetnentofExisting System ❑ Gasoline Pumps , • (Number) 9 New lntstallation ❑ Tanks (plumber) (Nu system previously installed) ❑ LPG Containers Cl Unfired Pressure Vessel q Extension or Add -on to Existing System ' ❑ Boilers . 0 Gas Piping ❑ Other - Specify U Other - Spectiy LIST ALL EQUIFMENT ... gpprovmg AIR CUNDI'TIONING, REFRIGERATION ION EQUII'ME T do cot∎n NSORM anufacturer Ton' s Avncy ,Number Units Description t!e ••• A FH..1 a rt.0 z..K �. -- , v It_ ._.... Appruviug IIEAT.ING - FURNACES. ROMA:RS, FIREPLACES & AIR RANDLER'S MauL`tCt e* BTU's A gency j)escri tiuu MudclII Numncr Units P 4.1104 j As.. /l /er. PF ,.i tiiasb W 2-VOW /Skw 1 Liquid \rrial Annruvtrig 'r'AN NO{rllnaie iut,itr o, i l Ma nuG,rrurcr No. Agency (low Many Si. Dimen C °mined —" — 800 Seminole Road • Atlantic Beaell, Florida 32233 - 5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 •• http : / /www.ci.atlantic- beach.il.us ° h 3 CITY OF ATLANTIC BEACH tt f �1 1 =4 ,� i....,-,4t:',:, r 800 SEMINOLE ROAD � V I r `'", m s) .k,, Zi ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027559 Date 3/08/04 Property Address 1854 FORSYTH CT Tenant nbr, name DUPLEX WITH 1852 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 . 150AMP,1PH,3W,240V NEW .00 Permit Fee . . . 95.00 Plan Check Fee . 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. 1 ,` BUILDING OFFICIAL PHONE NO. : 9047640038 Mar. 05 2004 06:06PM P2 FROM {s , i 1 v a JG i ER�Jk4 ) C YJ 4 5:� yr_1- ' " /.dl iG'd':: .•iEA HLS HAB _ ! 4 P 05 • .: " CE. A' Of L Usi T TC BEACH .FLORIDA • Ai LYC'AITON ?OR ELECTRICAL PERMIT .. TO TFi T *nu $1 FCTR1 cAl NSAE.:.� ve ° �- - •�.-- -�-- 2 - f7RTAhI'f NOTICE: . sirs. a.rr rs,vnv FOR. non THIS WOIt1C.�$ 1�'P.SCp:i'B 7 ?N' T1l POLLC)W?N;;, W€ }3SRF�BY AGREE Tc Ite.11,7X SAID WORK IN ACCQ14.11A,N 4C w rr 11 ] kV; -.,a i Aw71Gi/ ra.rw.•,., ,.,:.,. ,., .......�.... ... -, . OD II•' f:CCOADANC3 WITF,. r +- SCTR1Cl�i, Rd3U1,ArioNs, CAA Alw CITY OF ATL/,Nr1C BEAC O 1.LECTRIC.AL FIRM: MA --- —T-- -- A v� • M. SIGNATURE: URE: _ • r _ 4a.......... Airellork. 4- OWNE NA'!,a:i.. r k a rt L__. -0.T.?TDRESS: g,. s.,y.r, 4.R1'A �}G)(_._ lLAa. sax , ... , -,,. .- 8vVET N: � � RFB. APT.( ) CO:44( ) T' r•XC( ) INTDUSJ: ) NEW( ) OLD( ) REW.( ) KDDITION( i TRAILER( ) TEk ) S1isN5( ) SQ. FT• d (/ SERViC c I CREASE. • � , .� „., R' ) ----- FEES CONDUCTOFc uIZE __Awls: , ,.OP1'FR ) '4 G f —�— . • Swrrcfl oR iraAIGER ,45 AIYCPS +. - - -- r w VOL I�A,CCEINA,Y II TI j I EXIST. SERV. SIZE . - -- w A .-; �I,PS PH ! T W VOLT RA,G_' V AY TEEDDEAS N. SIZE _ — Nth. _TIZE ., NO. S — ., LIG..11NC CU'T'LETS I ONOT.& SID OPIiN TOTAL CEaTl�CIE e.''ONA'S :A.L'ETJ i7r_ [ _.. I TOTAL I ja.cr," . .:617 s . Ix�r IL WO . APPLL ��:,.., ,. .. _ _ ; I3SE.2,"'F,A ttSF. �. _ ,�...._�, i MT CONCITTIOW 1 O _ LC_ OF , M ;+TOR t OTI RMCTOILS �h S i, l3$AT _ -- - ;-- _ ; _ vS�'x +Fc:� 'ciP- Vt�ITAQE. 1 n "" 1 1 •••• =;I °. 1�,'�LT AGE ]'X15 I _ 1 „PI .i_ NO, M+SCELLAN"?OUS _ _ __._._ � . 1 Lailih FSOV a' i u �,i vu KVA ZV�(,1.h1Rt']N'717 A7V�F ' tSl1 -, 7.7 - 11.4 N i 7r; � � CT 7= S -� l7""':+ : ' r ' ref X � ,l - -.. a T CITY OF ATLANTIC BEACH .°!..-,..:1"..4::: S 800 SEMINOLE ROAD -" ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 04- 00027559 Date 2/04/04 Property Address 1854 FORSYTH CT Tenant nbr, name DUPLEX WITH 1852 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 13 FIXTURES Permit Fee . . . 126.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 126.00 126.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 126.00 126.00 .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. • c. k s" aw, s .a �y� BUILDING OFFICIAL s CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION .0.7±0P Date: / 44..f Job Address: ,/ 3 J2 y /4 67 Owner of Property: / 3 221)4' /-y 5 /7/ )3)/ Telephone: /2 e 'D Plumbing Contractor: ,k /24:: 5 Contractor's Address: 44 // i t/ 1/Z. Telephone: --- /2 Fax: • State License Number: (iie How many of the following fixtures (re-piped or new): - Sinks Showers / Water Lavatory Water Heaters • (7 Hose Bib Bathtubs • Dishwashers / Sewer Urinals • Disposals • Other • Closets / Washing Machine Shower Pans Floor Drains • Re-Pipe (List fixtures being re-piped) Total Fixtures: / 3 x $7.00 + $35.00 = /6?6, ad • (Minimum Permit Fee: $35.00) Signature of Contractor: 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 QAA Caminnla Angel • A tlantin Roar". Flarirla 11111-g44 ; ').%1'`1.rj a J 1 CITY OF ATLANTIC BEACH . • „ „.. J 800 SEMINOLE ROAD ,H ATLANTIC BEACH, FLORIDA 32233 . _ v INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027559 Date 2/04/04 Property Address 1854 FORSYTH CT Tenant nbr, name DUPLEX WITH 1852 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 BUILDING PERMIT Additional desc . .00 Permit Fee . . . .00 Plan Check Fee . Issue Date . . . 2/04/04 Valuation . . . . 59503 Other Fees CITY RADON SURCHARGE .27 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 4.97 l AB CONSTRUCTION SURCHARGE .55 STATE RADON SURCHARGE 5.24 SEWER IMPACT FEES 1250.00 A 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 H ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW ti l t '14`.44j .4.:X.,,,,„ C • a � ,* BUILDING OFFICIAL Schlueter, Jennifer From: Showman, Lisa Sent: Wednesday, February 04, 2004 8:20 AM To: Schlueter, Jennifer Subject: RE: App. #04 -27558 and #04 -27559 Approved in the AS40O. Original Message---- - From: Schlueter, Jennifer Sent: Tuesday, February 03, 2004 10:49 AM To: Showman, Lisa Subject: App. #04 -27558 and #0427559 Hey Lisa, Do you know if either of these are approved yet? I think they brought in the erosion and sediment control plans to Donna. Thanks, Jenny 1 /7 (- I- f r'. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET � �t 1 Date: 7- 25 - - ©.3 I� Address / 7., S y / R S V rh ( '— Heated Square Footage / /O .S $ @ 5 Z — per sgft = $ S71 II Garage 111=110 2 7. @$ W 1 per sq ft = $ '! Carport / Porch .,S --- @ $ 1 ? per sq ft = $ 9 3 s I 1 Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ ii 1I i . TOTAL VALUATION: $ l s -0.3 1 ,i $ Total Valuation i i 1 $ li Value $ Remaining $ .per thousand or portion thereof IF \ j CONSTRUCTION TYPE: ' '' �� TOTAL BUILDING FEE $ ZONING: (1 3 — Z + 1 /2 Filing Fee $ FLOOD ZONE: O Fireplaces @ $35.00 $ —t — IMPERVIOUS SURFACE: S 7d b I I_ I BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 7 0 ,1; 7 SEWER IMPACT FEE $ WATER METER/TAP / 2 co CAPITAL IMPROVEMENT $ 3 2 $ - I j SEWER TAP 1 1 H cf) C QI a 3'5 RADON HRS .0050 $ Al i SECTION H PAVING ( ) $ , — O — I . CROSS CONNECTION $ ,3 3 ST( /on SURCHARGE $ OTHER. GRAND TOTAL DUE: $ n 0 r >z _ o.. - :.° m J FA t,n A w N f/1 OA Ina w N— C rri M„1 c) , N ^ O LC m »z-p. ?.. >nn °7> dm 2— 4 .www > wwo5-ww r ^ w` ^ H ^ qq H n ' u o^ o^ g o AI o c m m e �'� w '� C '^ `" 3 n n o 0 0 n E o ^ o . ^ w • n �' . CO V'n14 's w 5 u V' f g t 2 2 $ n" 3 c .. E S . 5 l > n ^^ C". ^^ 4' w m n° ^ ^ o w = n "_ o l' m" ° m 5' ^ °' 5. 5 °° a e ^ A C go'o� -.^ 5'^'0 = °'o ° n o [10 `, a g- ag a °9'IyaT] n H ^ o° n o 2 �� '�' 99 5 a ^'`d.•9 a� R an o E . N o s :S o ��.< u o y ^ ^ C 9 p C T O Q 9 m a N H 4 ^'O9 0 7 9^ N O. S 7 5 8 N '48-2 :2 r y © v x n .14 ,7... � 7 7. 7. �. 7 ^ n C U T cr ` ' P m m ° j m m 4 m m 5 n to a y r,' - .a E 3 P - n ....§+ ° p ,� V O CC" n^ � '"z7 B o o a c e N ^ a o. ,., e .^� u d n s R° n s • n c y n n n• _, m n r A w g a g g- '1 G1 ,.1 ^ m d 5 0 r 5 0 -3n9 8 0 - '° a ^ .,, o o C7 5' 0 O o. ^ m c m n m C7 0 0• n n i3 y o. g V Z _ ,, 5'g7715.2 m n �, o G. a p, c .� ^ 2 x �S;e e S g •o iT c - o. 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G C ;III C ^ G C C C G G -G C C G t t -G -G t t G Se on w L ' ^^ a ^. n b1 a u �^ a .n. a « ^w I i d' m w w a$ a n,,, u, i ^.., m �° w z zzzzzzzzzzz zzzz z zzzz zz zz zzzzzzzzz zzz zz g W N - 'ty a W IJ r,. N N N N N • 8 - a �1 °, to a W N O :•0 00 . • 5. U "fl I I m og E'v . 3 ° m , C n m ? n- ma�6».;a C-+,mOnty> I �e i . 0� 2,DO • 8 o $ 6' .° n n o 8 d R 6' c a q , e°. 0.-0 ^ a+ a & a o '0 o c .-8 ff m g• m 00 �s ° �a 5 . � 6 o. a ^ D ao.0..a m nu, e ° n n 3 . a n 5 : g a° $ o e o 2 0. 5« 4 0 ^ o. ,c^. S p ° ' ^� a O o'q °° 6•r o:a 12 c. g n 7 'o ° n^ 9 m ^'O . ` �0 0 9 .%13ga oe99 ^o gE ^g°. r g oN r3 e0 ^o °•n5•HSog° -0�g° ,,,vg 5 E2 ° 5.0 0 - 2k 4 ;0 0 .: - '..0 . 8"8 a c 3 p ° 8 ° e o _"" a e 7 ° g 0 0 9 E m3 N °n g a m 2 4 5' y 3 9 g' N. P g g y9 e 3 g g 5 °' n m S 9 E a B g E g 5 • n 5 g o Q y c A a ° -° -' � • a a n E ` 4 g° o . m n G• e r F° g E- ° R. 0 . `ac.• l iE g g• 'O 5 e:n'" , =-4 , — m y$ g 5 'w w E n — w 9 5 B' m ° g `� c h w a E 0 5 •c ? a 6 3 . 9 ° ° c.ery n �'o i�7 a ° n T N o 8 9 °,^''. n c ••. . 'e 0 5 0 C g g �, ? 0. 0. n ° . ° 0 y 5 1.7. , g ° 9 S . = � ' ' ^ 0 .m•• 0 0° S. p m c °'- °bg•�'5' S a o- y �a o��gyE° 6- 3 `< - 0 5 0 E .. •, o � 0 5 w � v n o � y g g ' S ° y ' 0 • 5 • ° . F o gg • . r °O 3 009 e n °� 0 m9 g n S ° 410A •' a y o o v . n a o w• '' m °m n 5' oe 3-g g g _ : _ H 5.0 a o L nn n 9 C G :r LIM a ' $ Q n 71 a ° 0 0 C F, m g u m ■ u i i<- s r . Q u a m w 22 w u aa u s S. ,^. a a u nu a 0 0 0 `0 0 0 0 00 00000 0° 00000000 0 0 0 0 0 z z z z z z z z zz zzzzz zz zzzzzzzz z z z z z` > 5.. ( > > > a as 5;5:5=5;5; ' >> \ ` \> a > > a a ii WATER IMPACT FEE WORKSHEET ADDRESS: FK1 /. S ri DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, c unmercial 3 Automatic clothes washers, residential 2 ( v Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 r-2/r Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 I Drinking founts n(Icemaker '�z ' , Floor drains 2 Hose bib 1 2- 7-- Kitchen sink, domestic 2 I Kitchen sink, domestic with food waste grinder and/or dishwasher 2 'I Laundry tray (1 or 2 compartrnents) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= P. MULTIPLIED X 20 TOTAL $ 70 ti - y. CITY OF ATLANTIC BEACH Fo t h ; BUILDING / ZONING DEPARTMENT L ns ' ,: 800 Seminole Road e � s) Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5845 Fax ' r —tA l PLAN REVIEW COMMENTS Permit Application # 0 Li - 2:1541 Property Address: 1 `8 G , q �i , zs t/-rt-- \ (:4 , Applicant: r,3 - PC . 4 C- -S i4V 11$ Project: N v Do P L'c' This permit application has been: El Approved ED Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: r C ✓ e Date: 'Z ' -- 0 s f i Vt. e CITY OF ATLANTIC BEACH :-y PERMIT CALCULATION SHEET r "'.elf Date: 5...21 ! 1 Address / 4. S y /-h_ Cr Heated Square Footage 0 q g /! @$ 52 per sgft = $ -S l'60 1 Garage She 2 ` $ 1 @ per sq ft = $ / / 0 Carport / Porch C '2- @s 1 ? per sq ft = $ 9 3 G i i Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ !1 TOTAL VALUATION: $ S99 s -03 pi Total Valuation $ 1�`$ ,i i'i II ii Remaining Value $ . per thousand $ 1' 1 I; or portion thereof j I- CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: R . - 2- + 1 / 2 Filing Fee $ FLOOD ZONE: yC () Fireplaces @ $35.00 $ -t — ' - IF IMPERVIOUS SURFACE: 11D Z BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 -. o r SEWER IMPACT FEE $ / 2 Co WATER METER/TAP $ Pr , , CAPITAL IMPROVEMENT $ 3 2 5 SEWER TAP $ ..... 0 • � ' C Ql4t5 RADON HRS .0050 $ 1 SECTION H PAVING ( ) $ , — 0 - CROSS CONNECTION $ 35 / ST(j /mg') SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1 /,/,/ WATER IMPACT FEE WORKSHEET ADDRESS: / Fr ? f- /z..s t ,�._. DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 ( Z Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 2' I r- 7/ - Bathtub (with or without overhead shower or whirlpool attachments) 2 1 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking founts Icemaker 1/2 Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory • 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less • 2 Wash sink (circular or multiple) each set of faucets 2 • Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 2,5/ MULTIPLIED X 20 TOTAL $O aw n. -S0 OO�a ' ' ' O N - — O ro ° n a n o . c = m_ m C t3 m n a 9 y p ("I Q7 a g n C7 ?1 l'n p • m m m �. X N S 3 m ` a n o m . a -1 ra — was uN °O ►.-. m o o• n n �i• m = m °• w G 4 w 3 v n `4 W °n a z W — i. q° w . w H H _ n m o. K =• 2 . 5' o 9 n g c o n n= n ao n c ,7,. 'd n w 9 3 n n 3 i n r° a r ad m - ` `< ' < o o . ° c 9, 5. ^o ° ° , °ew � • m 00 5• n o ^� n n $,n w ° ' &o O ^a ^ao < 5' o y R 0 3 °: ° 5 a m ^ m 2 3 R c 3 . . w o o O r" '. i .. n g s m g eg a ,o p m m : n m°, ° � `4 3 E G o S m G y a o c a 'm^ `: E= v n m �. 0 °a n n o o q n 5• ^ n o' p o n N c£i v n• F a o 3. o c y °n. 2.74 n' o g " o n. s o. n ' o � o o . ,n o ° a n o N = 2 n d °,, `^ H n 0 . �.m Nd c g ..�� o m o w 3 n ,75° � 3 ° =n a o " 5 . c q '5.-g „ °� m ?._, .. v= m g o aN c, n n , m ' w 6. _ ^ N ° �- w 3 a 5 0 ;, 3 . . m n ? a r,-... o i ^ S o — G° T a �' .. cT o v j r a E ri o % o w °i n o°+ m L.." d i ,..,..7-8 a T. ^� .v O. D• o5' r Oi n N O C N C7 m N �U = a c O � ..m a o °O n o „ 3 n N`" m $ v o o w 6 v 5 y n' o ° � o o n w °° 5 ......0 -g,.. < v E ° w o w n 2. c n N 5. A O O S y m = F S .J. d 6 ° — 5 N * o N n S E n a a a . n 222222 2 2 2 2 E y 2222 a s 2 222222 o�oo °oo °o° o °��o oN:�z >ooa� «<< oo z ZZZ ZZZz ZZ z zzz ZZ Z Z ZZZZZZZZZ ZZZZZZ ZZ › 5=5. » >a» C> >a as 5,- 5 a >aa >a`a >a • g W N -, a 3 W N -; :...s. U a W N N N N N O := m v T tw • m • a Esw,g. ng d n m ai y • "nb �mY ' 4 a =mG7nta- 42p � ' " 0 — m a T o. � s= 5 w ° o e g L ceu G• s V n g o• $ L gn3�o ^7 4'419 a 5 = oy g9 C $H a ° 8 n r1 n 3 v H ; g °p a a G �y u p a s n = a 3 5.g a 5.0 g n n 5 n n m n n n e o �.S ei o H d o_ o, ,°-� Q 'o � a e o ao < 5 o ^^ m o n 5 . g.' a n a Q• L 7 c o 1 1„ n c e a Z. e H . 1 C g G n F g = 3 3 E E �• gA g C F 3 t C t� N C g. C H q a g C j E: C 0 E . S n a m p 7 - g p 3 p O m $ y g. a a£•� 3. 8. g vq N 5 �^ m3'w H T8 5 B ° F £ Au �' d 5 gg $ m C) G m C S a 3. 5 t E o. P S a a a s N � • •:� m d � o m E ' �.. w• n o •a < 1 5 g 5 p g n t c m m n o.. ` q ° o• a s v 3 a e, 9 o w v 5 P . a ^ r.41- edi ((faf C a °, 2. .54.8.3 = g, 5 o .a. �j ^ n o g g ° E. m' T o 6 p . a . = P 6 g m n S C y a P O y r. O O g E ° O g, 5 .. g O d u w O p Er w £ E o „ R ° 'H o � w . =m a y a a '_• . o = g S. N ^ fr 7 m v m n' ^ m w a w g- � n if - °w m. I e a g a 5' c ',,g n , c c s $ n ;,j 8.-g- .='' o v d . ° m g r m [m1 'Q 'O N _p C -.8..8E- m l''' S o M S .' S o X o - a N o @ v v n A w a i.+ n n tl G v 8 V (� n 9 v ° . D\ C N Fl a B E S ° g 8 S w ..‹.< a ^ a a 8 a u a a g 0 o a \ o o 0 0 z 0 0 0 0 0 0 0 0 0 0 0 0 o O o c O O a z z z z z ( z z Zz zzzzZ zz z z z z z z` CITY OF ATLANTIC BEACH ord J fr \ / ZONING DEPARTMENT L. ins ) 800 Seminole Road S. Doe J r" Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # �-( - • `� ;j Property Address: I - F- 0P- `7 y T1-1 Cci Applicant: AC 44 3 ! -_0 ,2' 1 1 Project: f \ pueL This permit application has been: Approved Reviewed and the following items need attention: Please re- submit yo r application when these items have been completed. Reviewed By: Date• r .. V e j! °1r\J;r x . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00026580 Date 7/28/03 Property Address FRANCIS AVE Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241 -1222 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 7/28/03 Valuation . . . . 0 Expiration Date . 1/25/04 Special Notes and Comments REMOVE 148" OF PINE TO BE MITIGATED WITH 74" TO BE PLANTED ON SITE OR PAID INTO THE TREE FUND. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .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 I v`a 2-/ t S t ` -- V TA-4 CSC . P L O T P L A N LOT 4, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK PAGES AND OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. / 1---- _ Ce I I 1 i I O I L O T 3 I U *I � ry S00'34'13"E �� 102.00' ~ ., +% 12.4 59 1 1� 7.5 BUILDING RESTRICTION UNE ...-- m B' r 47.17' W 1 . I 0 4° I I I M P 11 I I W cr i $ tv I I N PROPOSED El h Ii O g I I _ RESIDENCE I I to Li r 0 I (5 ,`g (FFE =1 3.40) , g I 3 z zo I m N� � �IN d r °� ° � � \ 47.17' N� j �I- N00'3 I r 47.17 2'41 "W 102.00' j 1 ^'� p :Ai I a O � M h O. CJ' V co h / 0 11•Z" �O N �.. .. / STORMWATER MANAGEMENT g lc ` • FACILITY -- -- PRIVATE UNOBSTRUCTED S F DRAINAGE EASEMENT w c P M P O N D W + W 6":94, L 0 T 5 1 S I --- 48'39 W .. --\ 1 appi ,., ' 7 CITY OF ATLANTIC BEACH— 0,1ils) BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE • D_ DUPLEX CONSTRUCTION) S 1 Date:. 77/ 103 Job Address: /t z/ / f Fv,Q fyrrH ( P t4./.44: x) Owner of Property: lbeAc /4,5 - ,- Address: / 6 7 / FA J 1j .4d ,r, .44 , FL 2Z2- Telephone: 9 Z j/) —/ Z L' Legal Description: Block Number: Lot Number: Zoning District: 1-/,� wE Contractor: I'AG - /7'4,6 (r47 State License Number: Contractor's Address: ) 7/ F,QIA.)4J " 4v c, 4 r. ic.f �c ,? 7 i f Telephone: q vV-- L-0._ / 2-e_.-L_ Fax: ?° 5/- Z'f/ j/3Jci Describe proposed use and work to be done: ' - , a4.5 fl AccG,^ Jj E.5 ,2 b j 4 L 2APt.£j1 Present use of land or building(s): VaGacr. Le.... eP Valuation of proposed construction: . . P c.)cx:, J 0 i /doff Is approval of Homeowner's Association or other private entity required? / oIf 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? Y O. Applicant certifies that no change in site grade or fill material will be used on this project. ES. See Step 2 below. Approval of the Public Works Depjirtment is required prior to issuance of a Building Permit. . 5" e. /27-7,96,,,,,a - ;4 ,3, /'4 6.., . AL r 49.44C to re'4,v,, -r- ❑ O. Applicant certifies that no trees will be removed for this project. [YY ES. 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. �t- € "9 r9 -745 c— G I TE'rE 4 rf 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.fl.us 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 information provided with this application is correct. Signature of owner: Date: /4/(Z-Ai 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: 1-'ed Date: /Zit Z. (ol Address and contact information of person to receive all correspondence regarding this application (please print). Name: 1 u,. `,a3 Mailing Address: /C 7 F,QA �Gl s 4-,re , 4 )`?c.,9, r) .3z -zz? Telephone: 990 5!._ 2yi- / Z2 ''_. Fax: 6 iblI -2.0— � --''1 E -Mail: AS TO OWNER: y�1� Sworn to and subscribed before me this day of , 20 State of Florida, County of Duval J� "' "w' JENNIFER SCHLUETER Notary's Signature.° > - /4�"�✓ " U'F ' O ~' *` �� = MY COMMISSION # DD 121301 ,�s EXPIRES: May 27, 2006 ersonally known Rftti`" Bondeclmru Notary Pubictindenvdters Produced identification /� ® Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this )1 -, day of )' C , 20 State of Florida, County of Duval A n �(] ,�' "" JENNIFER SCHLUETER Notary's Signature: AiJ ^� �. -�C! �- ^'�/'~' " `�' ; �� v • Pte *:' MY COMMISSION # DD 121301 . ':,.,A<; EXPIRES: May 27, 2006 Personal! known ' ' ; hd;•� Bonded Thru Notary Pubic underwriters y ❑ 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 LAN �5 CITY OF ATLANTIC BEACH ;3s,'> FLOOD PLAIN DEVELOPMENT INFORMATION Location: ) t //f3 y FaA_s Type of Development: �s • pep r7,9 PGc < ° Flood Zone: Required Lowest Floor Elevation: /3 7 O 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. j Applicant's Signature: / Date: /"Z /)z� Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 e $�, CITY OF ATLANTIC BEACH 'W x 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 \ INSPECTION PHONE LINE 247 -5826 Application Number 03- 00100021 Date 8/11/03 Property Address FRANCIS AVE Tenant nbr, name 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 c: i 1- utr CITY OF ATLANTIC BEACH .' For 4 6 4 t „' A BUILDING / ZONING DEPARTMENT �_�. *ins : 800 Seminole Road S. Doer , :- s1 J 71 b I ,� Atlantic Beach, Florida 32233 (904) 247-5800 - c.) (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # OLI ' 2, `5 5 Property Address: 1 3 S 2-- 1.."f'� ,`- -) T .i I ; CT- Applicant: A/ C f i`c_ S 3/ f Project: °` i OUP t- -`-- -Y VI `.) SLI This permi application has been: Approved E Reviewed and the following items need attention: 2 Please re -sub tyour licatio en time items have been completed. Reviewed By: Date: o /—..1/ - De-7/ 0 "'''1 CITY OF ATLANTIC BEACH i, �. BUILDING / ZONING DEPARTMENT 5 " - - .- 800 Seminole Road c S. Doe 151 ' Atlantic Beach, Florida 32233 ` q a r, " (904) 247 -5800 w c A T Y (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # OL — `.�, 73 - `'I Property Address: 1 5 5 5 4 t ieS IT H ( . Applicant: I X1 \6* RJ'j I- T l `\ I Project: DU O E4( V\i/ i taG '7-- This permit application has been: L Approved E Reviewed and the following items need attention: Please re- submit your application when these items have been completed. v Reviewed By: 'i";'° w a. 1 Date: ,'/ ol- t- tf J4 r r , ps k CITY OF ATLANTIC BE A Cairo Or , r , - - J;il9 BUILDING PERMIT APPLICATIO (FOR NEW SINGLE FAMILY RESIDENCE AN _C ' ,' ; ;) DUPLEX CONSTRUCTION) /�� (. Job Address: �� / � ______. 7;7 Owner of Property: ,(g ,,a,Gt,,c, /9.433 Address: /67 / ,��+,4xJ411 4,),;, ,4 24A F _ ZZ.33 Telephone: 909 Zj/j —/ z22 , Legal Description: Block Number: Lot Number: 5 Zoning District: F�l s �„� Contractor: &A6),1/4.5 /7 (, —,,fi State License Number: Contractor's Address: )•7/ FAA,Jc- /a^ 404., - r t. ILJ-F ✓ ,--71 7 Telephone: qt /— L - — / 2 t.- Fax: 7o' /- 2 — 31c, Describe proposed use and work to be done: 6c) .u5'1"A11 -4. 4C.si7:it., „If L P cAPc , E7, 1 Present use of land or building(s): /its,, d- L.�„P Valuation of proposed construction: Ad. P ate, 0 0 i •rr Is approval of Homeowner's Association or other private entity required? /doff 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? p O. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. .S 9 fi7^74c , ..514..s, r' 6-44. Pi.. 4.7 , .e-✓'CA Fe w, , [11.0. Applicant certifies that no trees will be removed for this project. ES. 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. 5 € 4 car m,6. 772e.e 11 1E rr. 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.fl.us 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 information provided with this application is correct. Signature of owner: "1--.� Date: / %� / Z�c7� 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: /Zit 1( Address and contact information of person to receive all correspondence regarding this application (please print). Name: 1)4,44_ £L Mailing Address: /g 7 f i% Je j r 4..re- ,9 ^ ^ eC rz - 3ZZ,,33 Telephone: 9D9 2.42.— )Z22_ Fax: 9c5i -2 -0— / 5/ 2 1a E -Mail: AS TO OWNER: ��((�� Sworn to and subscribed before me this / day of ,- - , 2063 . State of Florida, County of Duval _ Notary's Signature. �sii %__ ____ ■ JENNIFER SCHLUETER f ed , = / r . *: MY COMMISSION # DD 121301 � - a' EXPIRES: May 27, 2006 ersonally known A Rr, ; ' Bonded Thru Notary Public Underw ,tars Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 1 day of 1:2 , 20 62? State of Florida, County of Duval s„_„..01,, + b , JENNIFER SCHLUETER Notary's Signature: �� V r. MY COMMISSION # DO 121301 '-�., - -4 EXPIRES: May 27, 2006 Personall known I,,, i Nd; Bonded Thru Notary Public Undmvrea e y -- - ❑ Produced identification fi 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 r l L - j i s1 �a <s CITY OF ATLANTIC BEACH 0 , FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1 f/;5 Y sy9---- Type of Development: 4 -r 71.,9 - Rtn c-sX' 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: 4.-7-Aid, Date: /"t- /)Z /A? Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 f , w � ,,', CITY OF ATLANTIC BEACH 4 'v 1 - 800 SEMINOLE ROAD `� J -` ATLANTIC BEACH, FLORIDA 32233 \ INSPECTION PHONE LINE 247 -5826 "fjJ,6 Application Number . . . . . 03- 00100021 Date 8/11/03 Property Address FRANCIS AVE Tenant nbr, name 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 VP s a s o, OF ATLANTIC BEACH 4 ' ' 800 SEMINOLE ROAD : -r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 J i31 >' Application Number 03- 00026580 Date 7/28/03 Property Address FRANCIS AVE Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241 -1222 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee .00 Issue Date 7/28/03 Valuation 0 Expiration Date . . 1/25/04 Special Notes and Comments REMOVE 148" OF PINE TO BE MITIGATED WITH 74" TO BE PLANTED ON SITE OR PAID INTO THE TREE FUND. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BUILDING MATERIAL, RUBBISH ANDDEBRIS 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 10` 1 4 '-1 Y<. `- V fit-k CI . P L O T P L A N LOT 4, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK PAGES AND OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 1— I Ct 0 I 1 1 l LOT 3 1 I U d ��' S00'34'13 "E � 10200' � 12.4 . N iy, 1 `'G ti 7.5 BUILDING RESTRICTION L►NE l V _ ,ry 1 ` ^ Q 213.8' r7 47.17' M 26.0' I /_ i0 1 u C.;" 14 § w Et / g ili \t . I R N PR OPOSED N I I n 1 ;21 i La 2 1 I0 R ESIDENCE 2 to 1 I N .os (FFE =13.401 N ii 1 g a 7 ;4 m et 1 ' ^ r, S 11. N a 12.27 / O S Ni 47.17' '2,11' I_ 1 - N ' � , T ■ N"c w _. I V � DEPARTMENT OF PUBLIC WORKS i 4, 1200 SANDPIPER LANE . ATLAN BEACH, FLORIDA 32233 -4318 TELEPHONE: (904) 247 -5834 s 5 . .. FAX (904) 247 -5843 SUNCOM: 852 -5834 F 4 +..^1 t .,0' $ `; \ ,,; http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 0L-/ 21 J' sa Applicant: 0 F.i cA _,s' H-4i3 1'r f Address: 1 E3'7-- FC ' /1- C-r. Project: l JP L)t- w/ 1 65(-(/ 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: t e2- -k 'Std - riles ME Avitc1431e . c— i_22__04- _ ______., /... t4 ... 0.a... an _ / // _' i At l - 1 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. Review=. b Do • a Kaluzniak, Public Utilities Director Date 2 Z/ Signature j Contractor Notified Date ra i / loti DEPARTMENT OF PUBLIC WORKS do�' ` "'4 1200 SANDPIPER LANE ; ATLANTIC BEACH, FLORIDA 32233 -4318 ;, , TELEPHONE: (904) 247 -5834 .......) FAX: (904) 247 -5843 °� SUNCOM: 852 -5834 i e http: / /ci.atlantic- beach.fl.us "' 4;,,,,/ 00• PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0L-1- — . S 5 S Applicant: O H ts l I C ieri4f Address: 105 r-5 y 1H Cq• Project: J UP UC= / 1 (3- G L I o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. X Your permit application has been reviewed by the Public Works Department and the following items need attention: i I r . .ice _ r . - • r ' r i , _ , - r s l.1 I '. ' l . ,/ * r ✓t •'J / IF Q , C NO 'P I5Z • 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._ Reviewed by Donna Kaluzniak, Public Utilities Director 1 _k II.. Date / - 23 -vIV Sig ature % Contractor Notified Date / 0`- tom DEPARTMENT OF PUBLIC WORKS Al ,, 1200 SANDPIPER LANE 4 �, � T , z - � . ` . , ATLANTIC BEACH, FLORIDA 32233 -4318 ��`' TELEPHONE: (904) 247 -5834 .- ` - - A FAX: (904) 247 -5843 • SUNCOM: 852 -5834 t om ""' ° " http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Oy - '--) 5 q Applicant: kJ t4A 1 0 /d I fk Address: /0 FOR / 1 C . Project: L&P W/ l 5 --- Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: • 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. Reviewed by Donna Kaluzniak, Public Utilities Director ZANP- ■.. ■ Date / 710Sv Signature Contractor Notified Date faxed 112 - /0t/ DEPARTMENT OF PUBLIC WORKS / , :� . , , 1200 SANDPIPER LANE :. ( I ;.� '11 ATLANTIC BEACH, FLORIDA 32233 -4318 f TELEPHONE: (904) 247 -5834 i . -. FAX: (904) 247 -5843 A, SUNCOM: 852 -5834 C li http: / /ci.atlantic- beach.fl.us C t H PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0-1- •2 - 7s55 Applicant: I ;/ 15 Hit 1 r f Address: 1 g 0 L 5 \-114 + ci Project: TD'P IZiy, vi/' I g S2- D Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. 'X Your permit application has been reviewed by the Public Works Department and the following items need attention: -- Pro v, de P.r©s Hof) .1 ,Se d, mm--/ (le94 Oro l r ial . c'k►0u) de?/ 4 is • 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. Revi - ed by Donna Kaluzniak, Public Utilities Director ,.�� / Date A2.3--e,- V Sign.ture Contractor Notified Date C / 2(o /e y Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. January 21, 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 1852 /1854 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, Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222 a p r4 J • 15 V ao ; CITY OF ATLANTIC BEA CILT~ Cr T -- Or3'' BUILDING PERMIT APPLIC TIO (FOR NEW SINGLE FAMILY RESIDE CE ANA % :- ::) w; DUPLEX CONSTRUCTION) Ik- p f Job Address: r( J J,Sy/ F fyr GJ- (p ) Owner of Property: /e444Jd Tel / 0 (7-61 Address: / / Fes' G1J 4d L A z 2e4.1 FL 2Z2- Telephone: 9 Z /)- -J z22 Legal Description: Block Number: Lot Number: 9 Zoning District: FB c.JS E 21L Contractor: ,geAG s' /746 0-4,- State License Number: Contractor's Address: ),4 F,Q,4 4..)z - /a' 40c, .4 rt. L,4 ':G , 2-227 Telephone: q _ Zj// — / 22_ Fax: 7 0 5/- Zy>— * Describe proposed use and work to be done: va s'1",4u.L1 - 1 fi E - /r - ,a; , it L 2A1:1 [ .E7jC Present use of land or building(s): YaGk,, 0 L. . Valuation of proposed construction: t ,6 P °c • Do Is approval of Homeowner's Association or other private entity required? NoIf 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. E-N YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. <S € e - 12r-r46 Ste, rei e-44 • Pt.o r- R� ✓ic PE, .0- ONO . Applicant certifies that no trees will be removed for this project. [ES. 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. 3- €' .4ru 1 T�2ek- c ,tr 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.fl.us 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 information provided with this application is correct. Signature of owner: I -1i1. Date: 4/(Z-4i 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: 1- - -- fl' // Z ! 9 , - Date: / Z Address and contact information of person to receive all correspondence regarding this application (please print). Name: P4r.h £ il L f Mailing Address: /g 71 i% JGl f 4r ,9 r ^ t S�� P .3 z zr Telephone: 9°V— 49_ /'Z2.2_ Fax: elb.9 -2./— `- E - Mail: AS TO OWNER: j e? 4 Sworn to and subscribed before me this r day of , 2063 . State of Florida, County of Duval "in"O JENNIFERSCHLUETER Notary's Signature. !i� / ,(Lj4 id tc = MY COMMISSION # DD 121301 IF - EXPIRES: May 27, 2006 ersonally known Rr,,h Bonded ThruNotery Public Undenvrttera Produced identification Type of identification produced AS TO CONTRACTOR: r/ Sworn to and subscribed before me this 1 ; ININ day of C2 , 20 Cr- State of Florida, County of Duval - "'P JENNIFER SCHLUETER Notary's Signature: � L 1. AAL - e . MY COMMISSION # DO 121301 EXPIRES: May 27, 2005 Personally known $ f �' Bonded Tiro Notary Public Underwriters ❑ Produced identification IF 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 a ,� : ,S S1 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: l fSv /)7.5"Y Fo A sy ry G�- Type of Development: � �£� rr L 76.4_ Flood Zone: Required Lowest Floor Elevation: /3 yo 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: /'2,I, Date: /'t -/ >Z_ Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 { is CITY OF ATLANTIC BEACH '' 800 SEMINOLE ROAD . gin: �) j 4 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00100021 Date 8/11/03 Property Address FRANCIS AVE Tenant nbr, name 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 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 • INSPECTION PHONE LINE 247 -5826 Application Number 03- 00026580 Date 7/28/03 Property Address FRANCIS AVE Application description . . TREE PERMIT Property Zoning • TO BE UPDATED Application valuation . . . 0 Owner Contractor BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241 -1222 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 7/28/03 Valuation . . . . 0 Expiration Date . 1/25/04 Special Notes and Comments REMOVE 148" OF PINE TO BE MITIGATED WITH 74" TO BE PLANTED ON SITE OR PAID INTO THE TREE FUND. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .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 1 n I F Y- . ` '/1k-t CT. P L O T P L A N LOT 4, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK PAGES AND OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 7 _ Ct 1 p 1 i 1 L 0 T 3 1 O I i 0 I 12.4 � d S00"34'1 3"E � �� 102.00 ~ I ' 2 ti t . ' I t` 7.5 BUILDING RESTRICTION UNE _' 6 213.8' I 47.17' 2�.0' I >-- Ci ►- V W tO , � I • I N tri °`P NI I r g . ti ' PROPOSED 1 ^ g O 1 I RESIDENCE ;� ZI �' tA l 1 12 N 1)(<6 1 FFE =13 N i I g d z o o I m �I ce 's Z. I N 47.17 N G 1 27 � � O _ f N00'32'41 "W 102.00' / j ," 1 h • o/ a Z O ^ O h 0' V C oo C " ) j / 0 • 11.20 .' p r- Q / N _ — — / / STORMWATER MANAGEMENT g FACILITY _ r � PRIVATE UNOBSTRUCTED °' )-- DRAINAGE EASEMENT w 0 M POND O N D Ci Ate. . ::1 � L 0 T 5 '6" 7' 1 264-7' z -- N078'39 "W woo -- -\ 1 w $ 14 m 3 � 2 r* ' m —+ W iz r I r l o S IN m m � Rl II -< N x 1 t4 co "� —.1. w CO Fi Qp . gar N N 1 4,. 4 ., o , r of I I W i'0l O in \ / - N x 9'L ,63,1 \ O ' i� o .o�sl o / x Iu AVN�31112Ja I � k ` 3313iCCNO3 00 33N00 1 \ \ 1N3W3Sd3 018L0313 'OP ,5'L an (00'££) ZL9f81 3dld ZL9fBl 3dId ZL9£81 NSIO 3 1 'j'd NO81 .Z\l 13S NOMI .Z \1 13S 11VN ON /V4 13S ,96'a 3„ 0tv,9Z.69 N , ,S 3/�dd AVM 30 1HeI I Ag f ,,;10•67,4! 0.O S v 1 j flO3 H 'Al.N(1o3 1VAna JO SO IDD321 or .LY1d NI 0302:1003d Sid '33 iHI JA 1 'A D UCTED g I w W let" . <I$ :MENT x D W S 25.3' 2 .4' 7. 6 , x a., _ _ X I:31%11 N 15' ( PRIVATE DRAINAGE EASEMENT —X 1 1 la (24.53') (33.00') SET 1 \2' IRON SET 1 \2 IRON SET 1 \2" IRON PIPE L83672 PIPE LB3672 PIPE LB3672 LOT 13, E. H. DONNER'S SUBDIVISION ►T BOOK 8, PAGE 4 tLY RIGHT OF WAY UNE 3'E AS PER PLAT. 20 FEET FRONT AND "LAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF ANGELA MARIE LUCE; BEACHES HABITAT; ATORNEYS' TITLE INSURANCE FUND, INC.; DONAHOO, BALL & McMENAMY, P.A. d‘ 4,\P L ,g ' de ille MAXINE C. CLARKE, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3117 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 367 VKIVA It CD DRAINAC y t m s 30.00' 1 30.4 S8976 40 W 184.96 THE SOUTH NOTES: — THIS IS A BOUNDARY Si — BEARINGS BASED ON TH OF FORSYTH COURT BEINC — BUILDING RESTRICTION U REAR AND 7.5 FEET SIDE! — EASEMENTS AS PER PLA —P.T. DENOTES POINT OF THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY —PANEL NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. "NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 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