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380 10TH sT (VAULT) PERMIT WORKSHEET Certificate of Occupancy Job Address: 3;30 Type Work: �� 3�o �c - �S+re c f zv /� Property Owner: Phone # V(� -f ;5it�t tZc ef�S :�)q'7 rj ,7(e Contractor: r?-2A-Phone # l�Cir� IikCi,(SC Cuk_�510r)-N 40tp1f�, Permit#: Date Issued: .3 Z(r93D Building Inspections: Footing Slab ,t• ply.p Tie Beam Lintel Nailing / Sheathing jA.IS.p3 Framing / Cover Up ,-2o -p4" Insulation of -A Final Building Z Tree Permit# YES NO Electrical Permit# Date / Copy to0J_a* 3O JEA Temp, Pole Permit# Date / Copy to 03—a7C%41 JEA ID- e-0�3 Temp. Power Letter Received: YES NO Inspections: Rough Electric a20 Released to JEA Temp. Power Released to JEA Temp. Pole ic. Released to JEA Final Z'? Released to JEA 2� Mechanical Permit# o 3 Ci 31-L Inspections: Rough - _o-b4i Final F 5 Z-1 Plumbing Permit# Zcell, 3 v Inspections: Rough / Underslab i ra i . 3 Topout ,zb • C Z- 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: MAP SHO WING TOPOGRA H/C SUR l/,EY OF.- LOT 37 ,BLOCK 12 SUBD/V/S/ON"A"A TLANT/C BEACH AS RECORDED IN PLA T BOOK 5 ,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA EDGE OF ASPHALT 10TH STREET (40' R/W) - - - - - - x9.5 - - -x9,55 - - - - -X-9.4- - - - - - - - - SANITARY SEWER MANHOLE BENCHMARK ELEVATION 9.94' - x 9.7 x 9.8 9;7 EDGE OF ASPHAL T FNO lP (NO-ID) X 10.7 200' JO.00' 9 FND 1%P 060 o (NO-ID) 0 9 g x 11.8 x 13.2 x 12.5 x 11.6< 10.6 13.5 x 12A 1-STORY FRAMED J86 x 11'4 10'0 VANCANT LANDS 1-STORY MASONRY RES. J76 0.2' 0.2' r rOj I x O 12.3 9.9 x 0..1 x - 13.*OT J5 LOT J9 x D.1' x 12.6 x 13.6 I x x oc� 10.9 �2 O_ x x 12.3 x OG� NOTE. ELEVA TIONS SHOWN REFER TO N.G V.D. OF I I la;' 1929. I x .9000. (4 D )i . I P 0.2' x 13.5 x 13.5 x 11.6 900 x 1.1' LOT 40 0 4 OG,/ 1 G 50.00' 10.3 OF/ND lP LOT J6 0�_ r` LOT J6 ( O ID) AM �G R Br��fBS /HERESYCERT/FYTO:DAVID P Roc,-Rs MA THIS SURVEYMEETS THEM/N1MUM IFCHN/CAL STANDARDSAS SET aSILRI'C I VRS INC r HBY THEFL ORIDA BOARD OF PROFESSIONAL LAND SURVEM,7S PURSUAN7"TO SECTJON472.017FLORIDA STATUTESAND CNAP7ER 61Gf7-6 2666MANGROVEA VENUE✓ACKSONV/LLE, FL 32246 FlOR/DAADM/N/STRATIVECODE. TEL (904)641-2520 FAX(904)641-2060 NOTES I THIS IS A TOGOGRAPHIC SURVEY. 2 ELEVA TIONS SHOD HEREON ARE BASED ON THE N.G.V.D. OF 1929. J FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO FLORIDA REGISTERED SURVEYORS 120077-0001 DATED 4-15-1992 MARVIN R.BANKS NO. 4470 4 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT DARYL S. RANKS NO. 6063 SHOWN ON THIS SURVEY BUT MAY BE FOUND /At THE PUBLIC RECORDS OR FACILIAES OF THIS COUNTY. 5 THIS SURVEY DOES NOT DETERMINE OWNERSHIP DATE8-f1-2003 6 BUSINESS LICENSE NUMBER 6470 7 NO UNDERGROUND UALI AES LOCATED. SCALE f'=20' 8 NO U 7k TIES L OCA TEO EXCEPT AS MA Y BE SHOWN HEREON. 9 THIS SURVEY IS INTENDED FOR THE P,SUIES CERAFI£D HEREON. THIS JOB NO 10718 . DRAWING MAY NOT BE USED 1AL-ANY OAHER TRANSACTION OR DUPLICATED WITHOUT THE CONSENT OF THE UNDFR51GNE0. THIS SURVEYNOT VALID UNLESS MIS PRIM IS EMBOSSED W/TH THE SEAL OF THEAB0VE SIGNED AS RECORDED IN PLAT BOOK 5 ,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA EDGE OF ASPHALT 10 TH STREET - - - - - - x9,5 (40 95 W) - - I;- - X9,4- - - - - - - - - SANITARY SEWER MANHOLE BENCHMARK ELEVATION 9.94' x 9.7 x 9,8 )( 9,7 EDGE OF ASPHAL T� ���jjj FND J'lP (NO-ID) X 10,7 00 , e FND o 200' 50.00' �o (NO-0) LQ 9�0� x 11, x 3.2' 12,5 PERVIOUS x 11.8< 10,6 PA VERS GARAGE 13,5 PORCH x 13,4 x 1,4 10.0 1-STORY FRAMED ,f J86 PROPOSE102STORT NOIISE SLAB ELEV. 13.75' 1-STORY MASONRY RES. /j J76 A VERA GE GRADE 12.07' 0 2' 02 MAX HT PER CODE 47.04' O xO O PROPOSED HT 41.09 O (highest roof peak) Qi x X ,,< 12.3 99 x I 0.1—• r x 13ALor J5 LOT 39 x0.1' x 12,6 x 13,6 x x 12 PORCH 10,C) 12 6voc� I [x 12,3 x \_oo� V NOTE. ELEVA 77ONS SHOWN REFER TO N G.V.D. OF x EXISTING DRAINAGE x 1929. so" moo.. ( )1P 4 0.2• x 13,5 x 13,5 060 x I` x 11.6 9 a 4' 50.00'2 — — 0.6' Z\ LOT 40 0.4 �, G� LOT 3B 10'3 FND �lP LOT J6 Q (NO-10) MAR R.BANKS I HERESYCER77FY TO DAMP.ROGERS THAT THIS SURVEYMEE7S THE MIN/MUM TECHNICAL STANDARDS AS SET SUR ouw 17WS,INC FORTHBY 7HEFLORIDA BOARD OFPROFESSIONAL LAND SURVEYORS, PURSUANT TO SEC77ON472.027FLOR/DA STATUTESAND CHAPTER 6fGf7-6 2866 MA NGRO VE A VENUE JA CKSONVIL L E, FL 32246 FLORIIA AD"IN111 IVECODE. TEL (904) 641-2520 FAX(904) 641-2060 No TES 1 THIS IS A TOGOGRAPHIC SURVEY. 2 ELEVATIONS SHOWN HEREON ARE BASED ON THE N.G.V.D. OF 1929. FLORIDA REG/STEREO SURVEYORS J FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO 120077-0001 DA TED 4-15-1992 MARVIN R.BANKS. NO. 4470 DARn S. BANKS NO. 6063 4 THERE MAY BE ADDITIONAL RES 7RICRONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACIL177ES OF THIS COUNTY. 5 7HIS SURVEY DOES NOT DETERMINE OWNERSHIP DA TE 8-11-2003 6 BUSINESS LICENSE NUMBER 6470 7 NO UNDERGROUND U77LITIES LOCAIEO. SCALE f'=20' B NO U77LI TIES L OCA TED EXCEPT AS MA Y BE SHOWN HEREON. JOB NO 10718 9 THIS SURVEY IS INTENDED FOR THE PARTIES CER77FIED HEREON. THIS DRAWING MAY NOT BE USED IN ANY OTHER TRANSACTION OR DUPLICATED WITHOUT THE CONSENT OF 7HE UNDERSIGNED. THIS SURVEYNOT VAL/D UNLESS THIS PR/NT/S EMBOSSED W1TH THE SEAL OF MEABOVE SAWED 1/4" = I'-0" J M G I L L I A M 07/21/2003 2120 MAYPDRT ROAD ATLANTIC BEACH, FLORIDA. 904 249 DO72 THE DAVID do SUZI ROGERS RESIDENCE . ��' CITY OF ATLANTIC BEACH SS j J 800 SEMINOLE ROAD j r r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030293 Date 5/13/05 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . 6 ' STOCKADE FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Owner Contractor ------------------------ ------------------------ ROGERS, DAVID & SUZI OUTBACK FENCE CO. 380 10TH STREET RT 3 BOX 209A ATLANTIC BEACH FL 32233 GREENVILLE FL 32331 (904) 247-8766 (904) 270-0067 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. qirftkx BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: r ' BUILDING / ZONING DEPARTMENT D. Ford I L. Higgins 800 Seminole Road . oerr x _ Atlantic Beach,Florida 32233 "�SJ,319 (904)247-5800 (904)247-5845 Fax R E C; E I V E D www.coab.us CITY OF ATLANTIC BEACH BUILDING Px 20-N ^'G PLAN REVIEW COMMENTS MAY 10 2005 Permit Application # - -ScDZ.`l � BY: Property Address: ;E500O'Y�-4 :3-1 Applicant: DCCJ Project: This permit plication has been: Approved Reviewed and the following items need attention: Please re-submit you ppli tion when these items have been completed. Reviewed By: Date: ����Z Date Contractor Notified: s CITY OF ATLANTIC BEACH 3 FENCE PERM $' .illz6400 N ONING I MIF9 10 2005 Date:, i h j Job Address: `- Owner's Name: 0/4 ► /7) Address: I F 0 /& 1-/a 5/ �%<d��i�L i3c 1P Phone: a 4'7— SI Z6 Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: 67 G illi A G b- Address: /Q% 13 y Y 2 O 9 A Phone:(2a tJ 2 J c - avc,7 City: C-;r-LEF.v V I i-L- 1'1 `32 331state: 14# Zip;3,2 331 Fax: Type offence and materials to be used: /A 6 P/• 5 D�'fi�� rJF Valuation Of Fence: c�nt� _ ❑Interior Lot ❑ Comer Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: NO. Applicant certifies that no trees will be removed for the installation of this fence. S. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). 1✓ Name: taA a,ifs %• "/''L i!'L Mailing Address: / ,9 0 Al- 5�T/d 3 2-2,$ ,�r Phone: Kle7`f) ✓Z q-� Lt R/6 Fax: (4&l a v E-Mail: �0k � 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all informatio ovided w' application is correct. Signature of Own Date410,5 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: AS TO OWNER: n^�y�� Sworn to and subscribed before me this Q day of ,��'I ax 1'� 2005. State of Florida,County of Duval Notary's Signature: Amw 04„,•• DONNA L BUSSEY � Personally known MY COMMISSION M DO 412624 "' 2009 Produced Identification EXPIRES:Much 30 s'�,'$:;`b'• 9°"de°rnni Nden Piblc linaetwAats ". Type of Identification Produced FL Art ler AS TO CONTRACTOR: f� Sworn to and subscribed before me this day of Gv 20 y State of Florida,County of Duval (� Notary's Signature: (l. I I J A ��`-� i. JENNIFER SCHLUETER F Personally known *, MY COMMISSION Ii DD 121301 �i EXPIRES:May 27,2006 Produced Identification • Bonded nvu Notary Public undswHets Type of Identification Produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 . http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT D. Ford U 800 Seminole Road L. Higgins Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS 9 Permit Application # U5-005�5 Property Address: 5 )o /0 t )f nn6_ � Applicant: C.0 ' /y T 1 nre `r -DfC L Project: W This pe it application has been: Approved Reviewed and the following items need attention: Please re-submit your pp ' tion when these items have been completed. Reviewed By: Date: e S'- —/3 Date Contractor Notified: CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT --- - ,� 1200 Sandpiper Lane k EIr, E IB ACS -sem Atlantic Beach,Florida 32233 CITY OF ATLANTIC (904)247-5834 k 701,111"G Jf31�� (904)247-5843 Fax www.coab.us MAY 10 2005 PLAN REVIEW COMMENTS Permit Application # Property Address: :200 l b Tt{ ST Applicant: Project: ¢d, Your application is approved as noted by the Public Works Department. \ Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Wor, De utment and the following items need attention: 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 ck Carper,P.E.,Public Works Director / Date Signature Contractor Notified Date y �� r'frL�Jrlr) CITY OF ATL NTI�:- A- T .BEACH_.___ s FENCE PERMWAP_f* IT-TON ON Vr �JiU � MAY 00Date:' BY: I 3 rb iii Job Address: � � �?-- --------�� Owner's Name:— 0_A_ v 1 Address: 3 5 0 1h rld s ,;r.-r- j 3 c Phone: 24'7- RIZ Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: (?U ij A G 6- e i P %C t-1- Address: A / 3 3 V o a a 9 A Phone:�go5l� 2 7 0 aOL47 City: 6-R,EF_/uy/LLC Y1 533! State: /�/h Zip.32331 Fax: Type of fence and materials to be used: /X i�-x L,� 5 —/6"r, ,10 f-- R f Valuation Of Fence: Gnt� � ❑ Interior Lot ❑Comer Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: NO. Applicant certifies that no trees will be removed for the installation of this fence. S. Removal of Protected Trees will be required for this fence. TREE 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: 0A a I Q J Mailing Address: /2 O A" 7-/d � % /� C�S ON c��c �Y i�c/� > • 3 Phone: Pe L0 52 C - Lt&-/6 Fax: �yt� '-�.W0 147Z- E-Mail: �o� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page i Revised 3/04/04 AS RECORDED IN PLAT BOOK S ,PAGE DUVAL COUNTY,FLORIDA 69 OF THE CURRENT PUBLIC RECORDS OF EDGE OF ASPHALT 10 TH STREET _ - - - - (40' R/11/) X9,5 - - -x9.5 - - - -X-9.4- - - - - - - - - SANITARY SEWER MANHOLE X 9 7 BENCHMARK ELEVATION 9.94' EDGE OF ASPHALT oJ/ 9'7 FND PP (NO-ID) X 10.7 i 1200' 5Q 00' 0 90 FNDLQ 7P 2 9�6 5�o4e o. (NO-ID) y o X11F X 3,�? 12,5 it of Atlantic Beach Plan ng nd Zoning Department PERVIOUS Plan QC 10,6 PAVERS his approve veri ies compliance with a fleable A)t ,. su divi ion and other loc I land oevelcprnerrt egu ations, but does not nstitute approval for t e is uance of permits. Co pliance With, Florida ildi g Code and all other a licable 13,5 PORCH locai. gate deral permitting requi ments X + be verifi si lure of the City of Atlantic each SUildi g U i is prior to the ' ua ce of a Building Peri it, I-STORY FRAMED 386 Approved W PXOPD.fEIl a��y C nrnuni evelopment Di for 'fOU �U SLAB ELEV. 13.75' 1-STORY MASONRY RES, t 376 AVERAGE GRADE 12.07' —� 0.2 02• O x MAX HT PER CODE 47.04' I �( PROPOSED HT 41.09' O 1 (highest roof peak) x � 12.3 x L I 9,9 0.1' LOT 39 I 4 I x -- 13ALOT 35 0.1' AS RECORDED IN PLAT BOOK S ,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA EDGE OF ASPHALT 10TH STREET (40' R/W) - - - - - - x9,5 - - -x9.5 - - - - -X-9,4- - - - - - - - - SANITARY SEWER MANHOLE BENCHMARK ELEVATION 9.94' x 9,7 x 9.8 9,7 EDGE OF ASPHAL T� FND J'%P 11 (NO-ID) X 10.7 o ' 8 200' 50.00' flo FND �lP W 0 e o. (NO-ID) 90 S�oP W o x 11. x 15 PERVIOUS x 11,E 10.6 PA VERS GARAGE 13,5 PORCH opy x 12, 1-STORY FRAMED ,ya 386 x 1.4 10.0 "OPOSE102sTOXY HOrrsE SLAB ELEV. 13.75' 1-STORY MASONRY RES. yd 376 A VERA CE GRADE 12.07' 0.2 O.2' O x MAX HT PER CODE 47.04' ( � PROPOSED HT 41.09' OO 1 (highest roof peak) x O ,c ,,x 12,3 I L I 9.9 x ,( O.1' �x — 13,4LOT 35 LOT 39 x 1 0 1' x 12,6 x 13.0 x 1 PORCH � 10,C) �2 x 12, x G� NOTE. ELEVA 77ONS SHOWN REFER TO N.G V.D. OF x .L 1919• EXISTING DRAINAGE x .71 FND �'7P x { r (4470) 0.2' x 13,5 x 13,5 0� x LOT 40 0.4' 50.00' ', 1Q os' ��•OGr LOT 38 (NO-lO) LOT 36 �If1R R BANGS /HEREBYCER 17FYrO.DAVID P.ROGERS rHAT THIS SURVEYMEETS THEM/N/MUM TECHNICAL STANDARDSAS SET SUR!'E RS,INC FORTHBYTHEFLORIDA BOARD OFPROFESSIONAL LAND SURVEYORS, ?URSU4Rirrp EZ,'7=V,.,72027FLCRIDAS;ATL7c-5„ivDClA!>-,ERS/G -6 2866MANGROVEAVENUE✓ACKSOM//LLE, FL 32246 FLOR/ORAD N/STRAT/I % sM ZQ ing Uepartment TEL(904)64>-2520 FAX(904)64>-2060 N07ES This approval�nerMes compliance with applicable toning, subdivW n W VW*k local land 1 THIS /S A TOCOGRAPH/C SURVEY. development irgutbns, bat`dses Prot Constitute 2 ELEVATIONS SHOWN HEREON ARE BASED ON THE N.G.V.D. OF 1929. snorove!for the Issuance of permits. Compliance 3 FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO FLORIDA REGISTER a o er applicable 120077-0001 DATED 4-15-1992 MARWN R.BANKS0S9d* ty permitting requirements DARYL S. BANk'&*0l&Wure of the City of Atlantic 4 THERE MAYBE ADDITIONAL RES77?ICTIONS 7HAT APPLY BUT ARE NOT -- •Ij I prior to the issuance of a SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC 8upding Perm4. RECORDS OR FACIL177ES OF THIS COUNTY. I 5 THIS SURVEY DOES NOT DETERMINE OWNERSHIP DATEB-11-206 >royld f; 6 BUS/NESS LICENSE NUMBER 6470 u evelo mant 'rector 7 NO UNDERGROUND U77LITIES LOCATED. SCALE 1'=1r)' e. B NO U77L/TIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 9 THIS SURVEY IS INTENDED FOR THE PARTIES CER77FIED HEREON. THIS JOB NO 107M DRAWING MAY NOT BE USED IN ANY OTHER TRANSACT/ON OR DUPLICATED WITHOUT THE CONSENT OF THE UNDERSIGNED. THIS SUR VEYNOT VALID UNLESS THIS PRINT IS EMBOSSED W/TH THE SEAL OF THE AB0VE SIGNED 1/4- = V-0 p1 -j I M GILLIAM 07/21/2003 2120 MAYPORT ROAD ATLANTIC BEACH. FLORIDA 904 249 0072 THE DAVID do SUZI ROGERS RESIDENCE CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic each,Florida 32233 R E C E I / E D (904)247-5834 CITY OF ATLANTIC BEACH (904)247-5843 Fax BUILDING � ZONING www.coab.us MAY 10 2005 PLAN REVIEW COMMENTS BY: Permit Application # 05 - -E�OZ 93 Property Address: o O 1 OTt't I L Applicant: EL►JOS 44 'DECJL Project: (o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public 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 o a Kal Public Utilities Director Date Signature Contractor Notified Date ,i - rfJ� CITY OF ATLA. ITI .BsOH `JS s 01 -, r FENCE PERM 'APP 14 j1WOON x � C,it p MAY 10 2005 Date:BY ' I Job Address: p �,� %/� �j ----12+1 f Owner's Name: 0/d v; Address:_ 0 /h f/Y 5 i x)j,4,d��T,G i�o/rl j�� Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: 62 U i_i A G/r Address: VY 2 ,09A Phone:(9o'd 7 0.- CV 67 City: Ye -3:2351 Stater Zip:3,2 3 3 1 Fax: Type of fence and materials to be used: X r/7 Sdee/I or R Valuation Of Fence: vn e. T ❑Interior Lot ❑Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: N/NO. Applicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. TREE 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: 0A1 u r I-) .-f.YI/'1 ,7 Mailing Address: 1 0 Ae 71d 1 ./d c ZI/, /tel• j �2f 6 Phone: Pe 4d 52 cf-4 L-&-.16 Fax: 404) 10'2— E-Mail: �OR S-fe eS e- 800 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 AS RECORDED W PLAT BOOK 5 ,PAGE DUVAL COUNTYFLORIDA 69 OF 7"'E CURRENT PUBLIC RECORDS OF , EDGE OF ASPHAL T 10TH STREET _ - - - - (40' R/11/) — X9,5 - - -x9,5 - - - -x-9,4- - - - - - - - - SANITARY SEWER MANHOLE x 9,7 x 9,e BENCHMARK ELEVATION 9.94' EDGE OF A SPHAL 9,7 FND i`IP (NO-/D) X 1 O.7 e 200' 60 50.00' o� flo FND '1P 2 g0 5\oQe o. (NO-1D) a x 11, x 3,c" 12,5 PERVIOUS x 11,8< 10,6 PA VERS GARAGE 13,5 PORCH x 12.4 1-STORY FRAMED ,¢' J86 x 1,4 10,0 P.YDP06E111-f'TOXY �ffobsr-- SLAB EL EV. 13.75' 1-STORY MASONRY RES. 376 A WRACE GRADE 12 07' 0.2 02' Ox MAX HT PER CODE 47.04' I I �( PROPOSED HT 41.09' 1 (highest roof peak) x 11) 12.3 x L I 9,9 0.1' LOT 39 14 �x — 13,440T J5 13,6 x 12,6 x PORCH f` x 12, g`. I ,L. x G� NO TE.- ELEVA 77ONS SHOWN REFER TO N G V.D. OF I V-0 1919. x EXIST/NG DRA/NAGE >< �bo• x FND �lP x zc I (4470) 0.2' x 13,5 x 13,5 0° x -A 7< E -,[ LOT 40 O.4' �( 50.00' 10.3 0.6' G` FMD #%P OI.o LOT JB (NO-16) LOT 36 At" R B,4A" /HERESYCER17FYTO. DA ND P_ROGERS SURT�C INL, A T MIS SURVEYMEETS THEM/N/MUM 7ECHN/C4L STANOAROSAS S RTH BYTHEFLOR/DA BOARD OF ?OFESS,'ONAL L ,,SURyE yORS rDLIPLICA 866MANGROVEAVENUEJACKSONVILLE, FL 32246 PURSUANTT2�SECT/ON 472.027FLOR/DA STATUTES AND CHAPTER 61G FL OR/DA ADM/N/S7RAT/VE CODE. TEL (904)641-2520 FAX(904)641-2060 THIS IS A TOGOCRAPHIC SURVEY. LEVATIONS SHOWN HEREON ARE BASED ON THE N.G.V.D. OF 1929. L ODD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO 7-0001 DA TED 4-15-1992 FLOR/DA REG/STEREO SURVEYORS MARVIN R.BANKS. NO. 4470 T/ERE MAY BE ADDITIONAL RESTRICTIONS THAT APPL Y BUT ARE NOT DARYL S. BANKS NO. 6063 ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC DS OR FAC/LT71ES OF THIS COUNTY. IS SURVEY DOES NOT DE7ERM/NE OWNERSH/P DATEB-1f_2003 USINESS LICENSE NUMBER 6470 UNDERGROUND U77LIT/ES LOCA TFD. SCALE f'=20' O UTTL/TIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. IS SURVEY IS INTENDED FOR THE PARTIES CER77FIED HEREON. THIS JOB NO 10718 G MAY NOT BE USED /N ANY OTHER TRANSACTION OR ATED WITHOUT THE CONSENT OF THE UNDERSIGNED. THIS SURVEYNOT VALID UNLESS TH/SPR/NT/S EMBOSSED WITH THE SEAL OF THEASOVE SIGNED TTHE " w J I U G I L L I A A/ 2120 MAYPORT ROAD ATLANTIC BEACH, FLORIDA 904 249 0072 A%nD do SUZI ROGERS RESIDENCE 7] AS RECORDED IN PLAT BOOK 5 ,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA EDGE OF ASPHALT 10TH STREET (40' R,10 — -x-9.4— — — — — — — — — - - - - - - x9.5 - - -x 9,b — — SANITARY SEWER MANHOLE REN!HM BK EL£VA TION 9.94" x 9.7 x 9.8 v 93 EDGE OF ASPHAL T FND j 11 (NO-10) X O 3 b' FND !P 200' 0� 50.00' e 90 0, (NO-10) 0 CoQ W 5 o x 11. a x 3.� 12.5 PERVIOUS X 10.6 PA VERS GARAGE 13,5 PORCH x 12.4 x 1,4 10.0 1-STORY FRAMED ,{ 386 PRO ?S ORT zfoffE SLAB ELEV. 13.75' Fl-STORYASONRY RES 376 / AVERAGE GRADE 12.07' 0,2' 0.2 MAX HT PER CODE 47.04' O x O PROPOSED HT 41.09' Q) (highest roof peak) x rO ),x 123 9.9 0.1 OT 35 I �x — 13,4E 0.1' LOT 39 x x x 12,6 13.6 X. x 12 I PORCH � 10.9 v0(� x 12. x oc� NOTE- ELEVATIONS SHOWN REFER TO N.G.V.D. OF x EXlS77NG DRAINAGE x 1929. I 000 0 (44 Q , x x 13 x IP 0.2' x 13.5 — —off 1.1" �{I,- x 11.6 9 0.4' 04' �2 50.00' 10,3 O'FND lP // LOT 36 LOT 40 Gr LOT 38 (NO-IO) /hownYCERTIFYM. DAVIDP.ROGSWS MAR R BAAWS THAT THIS SURVEYAIEETS THEM/NANUM 7FCH/V/CAL STAACARDSAS SET SUR RS,INC FORTHBYTHEFLO�4BOAROOFPROFESSIONALLAM SURVEYORS, PURSUANT 70 SECWN472o27FLORTDA STA7i/TESAND CHAPTER OIG17-6 FLORIDA ADMINISTRATIVE CODE 2866MANGROVEAVENUEJACKSONV/LLE, FL 32245 TEL(904)641-2520 FAX(904)641-2060 N07ES 1 THIS IS A TOGOGRAPHIC SURVEY. FLORIDA REG/STERED S(/RVEYARS 2 ELEVA77ONS SHOWN HEREON ARE BASED ON THE N.G.V.O. OF NO at aVAN R BANKS NO. 4470 3 FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO DARVI S BANKS NO 8083 120077-0001 DA TED 4-15-1992 4 THERE MAY BE ADD177ONAL RE57RIC770NS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACIL177ES OF THIS COUNTY. DAYE841-21003 5 THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6 BUSINESS LICENSE NUMBER 6470 SCALE f'=20' 7 NO UNDERGROUND U77LITIES LOCATED. g NO U77LI77ES LOCATED EXCEPT AS MAY BE SHOWN HEREON pg NO 10718 9 THIS SURVEY IS INTENDED FOR THE PAR77ES CER77FIED HEREON. THIS DRAWING MAY NOT BE USED IN ANY OTHER TRANSACTION OR DUPLICATED WITHOUT THE CONSENT OF 7HE UNDERSIGNED- THIS SURVEYNOT VALID UNLESS TH/S PRINT/S EMBOSSED W/TH THE SEAL OF THE ABOVE SIGNED --Jim G I L L I A M 2120 MAYPORT ROAD 07/21/2003 ATLANTIC BEACH, FLORIDA nn. aeo f1tl79 CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 = INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026930 Date 1/05/04 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . NEW SFR 2022RAD, 3247SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 288000 Owner Contractor ------------------------ ------------- - ---------- ROGERS, DAVID & SUZI DON MEUSE CUSTOM HOMES, INC. 380 10TH STREET 337 11TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-8766 (904) 249-0569 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . TROPIC HEATING & AIR Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 . 00 IL e 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. BUILD 'OFFICIAL FRP 1 TROPIC HEATING AIRCONDITIONING PHONE NO. : 2412172 Jan. 02 2004 04:07PM P1 CITY OF ATLANTIC BEACH r MECHANICAL PERMIT APPLICATION v Date: Property Address: Owner: _ _ Telephone#: Contraetor:_::r2g ; S T� _ Telephone#: 2 `A7�-- Contractor Address: ki"s tZ.N AJ P, Fax#: Ia�oaaideradon of permit given for doing the work as dasrnbed in the above Ment we hereby ngrco to perforin said work in aocadanco wish the Attached plans and spocificmtions which ate a part hereof Sod in aoeordanco with the City of Atlantic Beach ordinanctrs and standards of .Podcc listed therein. Type of Heating Fust: Lt Other vonstrucxiom is being dome on this building AElectric or site,list the building permit number: Cl Crag: —„_i P Natural Central Utility Q al 3-2G93Q ❑ Other–s MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat Space —Recessed XCentrW Floor W 'Air Conditioning: Room XCentral -` Realde isl (3,. Duct System: Material-E.9 hickness )S ❑ Commercial Maximum capacity_2 y00 cpm ❑, : Refrigeration � New Building ❑ Cooling Tower:Capacity 9PM C1 Fire Sprinklers:Number of Heads o Existing Building ❑ Elevator: _ Manlift Escalator Replacement Gasoline Pumps ) ❑ Replacemu ofFatLgting System (Number) O Tanks (Number) ❑ New InsmUtaioo Q Unfired Pressure Vessel LPG Containers (Number) (No system pteviously Installed) Q D Boilers ❑ ExterWon or Add-on to Existing System ❑ Gas Piping a aha-Specify ❑ Other--Specify LIST ALL EQUIPMENT AIR CONOMOMING,RLti;NUGERATLON 1CQ(lrrr►st�'r&CoND&NSOR.s Numbw Units Description Model kApproving Mttanffientrer Ton's Agency _cz����R 3h� GA S �A�h /t t. VL HF.ATTNG—FVRNACE%SOUIRS,FIREPLACES&AIB BANL)LtR'S Approvin` Number Units Dwaiption Model d Manalkbarer BTU's AS—y ,,,t>Li, k 05 - C rt-sfi1>_ Igi700 vL �sryfYvN--. LA2 V L TANKS Nominal Capacity Type Liquid Serial Appr—ing How Many at Dir»easiom Contnewd itluAufhotvter No. 800 Seminole Road-Atlantic Beach,Florida 322335445 Phone:(904)247-5800- Fax: (904)247-5845- http:JAvww.cLat1antk-besch.iLus zyL� 'VCITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET 3 3 Date: 0 _0 Address ? P0 /0 J T A-16-cJ Heated Square Footage @$ per sq ft = $ Garage)hed y a S @$ per sq ft= $ Carport Porch Ll T 24 J per sq ft = $ Deck P P' per sq ft= $ � N Patio US per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: Or' Z + �/2 Filing Fee $ FLOOD ZONE: X (►) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: �S�' BUILDING PERMIT FEE $ WATER IMPACT FEE $ '6 ?b ✓ SEWER IMPACT FEE $ ! - _ -0 � r N WATER METER/TAP $ -41-12,S'' �\o s CAPITAL IMPROVEMENT$ 3 25- ✓ SEWER TAP_. $ 11206 1/C ('0�?l(AA _D i�HRS .0050 $ ✓ SECTION PAVING ( ) $ - --0 — CROSS 0 —CROSS CONNECTION $ 3 S"- ST(?74/7) SURCHARGE $ ✓ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET � c ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 - Bathtub (with or without overhead shower or whiripool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountain/Icemaker Y2 Floor drains 2 Hose bib 1 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 I 2 Urinal 4 Urinal, 1 gallon per flush or less1 2 Wash sink(circular or multiple)each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 f Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL C) ° r zo A wa��mam�manaa�a�o o ^ d�a�aH-y a�n� y y o5 ay � � � r C c•� w-^'a y•o .o � y �.c°yo d� S 9 9� � 9 ^ o ° ° � ie �•v I'i7 `*1 'Z too' n n.� a�a ^ � m ^2c °,•od ^ ° � �f7 0.� `.>�,'n n vnn> Z 1 Ony r.. w I'm m ° m S? m ^To E 5 f'�o O o d w °• a o n o•v'<a a _J v f) it0 o'a4g;4 'o vv c a c, y m m � p n ie .n out n roa^ ^ �j �yn "'a•''ad ! j .^°. „o y p� � 0 .n T .n (�.c w ^_.o �' ; w w A y °: _ c J c b7 D °WOO Wo n '^ a do w nao nao o ao T o a o." wc*• a�•� °o� �s c � w w � � � -� Cil 21 y C&j zzz �zc zzz zzzz z z zz zzzz •, ((�I r C O O 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 zzz zzz zzz zzzz zzz zzzzz zzzz zz w Sys yss >aa >a» a a a >aa'as a>ss >s � J6 m � 5'o 1 0_=5tzA Fa S y H y y on o A 5 o 3 w '°^o•0 3 a y 5' < m o.° `a S a°,<,° o' o. f7 2 x cv°t 5' w v o^^ c.?._'m ..,o F —=3 o ".'o' oc a..'° n o o a 1-n ^ o• H_o.�'o o.o.oa.� �=n. ° o•a c o a ..:' y o n o•� � � 3 � o H a y 3m :A m n-,-,-,Y�� ^�O � ?. v w �y � m m e m � L � y d`a"^' B-�E o g.•^, �� 5 ��? ^ s.°n o 0 3 °,� �w n o n� o a w a m m "' _—�._ ° o o 'o ^ ^ m._ ° E w ^ a 3 L n ,>••-�a� R,^ _a ^ ° a�.a•5.°L 5 5°° s^ j rs.<m.. ° o�'. 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Ro � z z z z z z zz zzzzz zz zzzz'z4 z! z z z ° ° ° ° ° ° o ° ° ° z z z z z z z z zz zzzzz zz zzzzzzzzz z z z z a a a a a > a a a> > >`D> >`<a >aaa»'» a a a a > Cc: v ?tyL>t,f z CITY OF ATLANTIC BEACH D. For \J 1� BUILDING / ZONING DEPARTMENT Hi ins . Dom y 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # - Z e-9 -2,(-) Property Address: 3S"C 1C'L �'S4 Applicant: 1i Sr C to�1-,m 14(-,m F S Project: ^' , , ;nj:4 Lk rn t l W l rvtF This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: arm_ D �3 omeS,Inc. r s� Meuse Custom H Don SEP 2 2 2003 I New Construction rruu J r Rem�eling il.rl ern I Construction Manag )2��69 Phone: 4 g_0569 'ATION Fax l� b,( Contractor Email:donmeuse@msn ND COMMERCIAL State Certified w� CR-C057658 Date: 4 l 0-S Job Address: U /0 Owner's Name: AJ ,0 4S xi a Address: .�L R,,, L2 r-i v tt, AL; 2 hone: �j D �/- -Z L1'7 " 2 Legal Description: Block Number: �^l Z Lot Number: Zoning District;_,- /j/v ,/ Contractor: ,r M �� f/> "i �r� ^^� , r c. State License Number: 0 Z cam- Address: 0 0 QAA, �✓ Phone: g O Y -7 z y -U/ 7J_ City: S l I 0"t,c 14..1 State: Zip:.),d"10 Fax: f d y - il f- Describe proposed use and work to be done: C.v rr( a c �' Present use of land or building(s): 94 1 o Valuation of proposed construction: 2 F Is approval of Homeowner's Association or other private entity required?kfJ If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. 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. NO. Applicant certifies that no trees will be removed for this project. YES. 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. 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 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.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. I. 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 applicationr . Signature of owner: - C Date: � � 0 I hereby certify that I have read and examined this application and know the sam o 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: Pbate: v C__Address and contact information of person to receive all correspondence t'egarding s appl(cation(please print). Name: Dox) / Mailing Address: 3�y L U-1 -e Telephone: y U t( - —01'7S— Fax: Eu(J_Jl� ` E-Mail: AS TO OWNER: C Sworn to and subscribed before me this -1+h day of20C_. State of Florida,County of Duval m. Notary's Signature: EE*rr.��� [AN S.CHERRY ❑ Personally known COMMISSION#DD 189524EXPIRES:March 5,2007 �Produced identification dTinjN018ry ku`�"w`�`efS Type of identification produced F4 A &i c AS TO CONTRACTOR: - Sworn to and subscribed before me this jq ` day of _,200 , . State of Florida,County of Duval Notary's Signature: �- M.;:.•., IAN S.CHERRY Personally MY COMMISSION#DD 189524 ❑ y known EXPIRES:Mardi 5,2007 Produced identification ti >ri BmdedThruNderyPublicUnderwrilem Type of identification produced FL L;c 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Revised 1/14/03 Page 2 fl CITY OF ATLANTIC BEACH =t FLOOD PLAIN DEVELOPMENT INFORMATION Location: 3 7 (12 L Type of Development: c Flood Zone: Required Lowest Floor Elevation: 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: ��w � ;- Date: --a3 �p..v/nom!r C�l�• ,v t.6z+�, Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Some contractors require a down payment of 10-30 percent of the total and an additional payment at the halfway point. Pay only when the work is done to your satisfaction and you have releases of lien as described above. If the completion date is critical, like a swimming pool planned for summertime use, link payment to on-time performance. Changes to a contract after construction has begun can cost you. Specify in the contract how changes are to be handled and insist that all change orders be in writing and signed by both you and the contractor. Cancellation Of Contracts referabl b certified mail)without Some home repair/improvement contracts can be canceled in writing . Y Y penalty or obligation by midnight of the third business day after signing. They include: • Those signed anywhere other than the seller's normal place of business. • Those signed as a result of door-to-door solicitation, except emergency home repairs. • Those paid on an installment basis. Other contracts are binding as soon as they are signed, so be sure before you sign. Things You Should Know Before Starting The most frequently cited complaints concerning home remodeling, home improvements and home repair other are cost overruns,actors who take deplos is or payments before finishing ines and inferior nor starting'stent problem is"fly-by- work night" contr When you need something done to your home, choose a contractor carefully. Be wary of door-to-door salespeople and telephone solicitors promising "this-month-only" bargains. Make sure your contractor is properly licensed and insured. etely in The Constructionend that whenever a specific problem arises, you condsult an his document.We attorney. recomm To register a complaint(or to learn if complaints have been filed against a prospective contractor), call: Florida Department of Business and Professional Regulation, Customer Contact Center 850.487.1395 E-mail: CallCenter@dbpr.state.fl.us Write: Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-1027 Or go online to: www.MyFiorida.com Fiorida.com Click on Business and Professional Licenses To check a license on the Internet 24 hours a day, please visit www.MyFlorida.com and click on Business and Professional Licenses, then Search for a Licensee. License verification is available 24/7 by calling our Customer Contact Center at 850.487.1395. You may also contact your local building department or the Better Business Bureau. MAP SHOW/NG TOPOGRAH/C SURVEY OF.- LOT 37 ,BLOCK 12 SUBD/V/S/ONWATL4NT/CBE4CH AS RECORDED IN PLA T BOOK 5 ,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA EDGE OF ASPHAL T LOTH STREET - - - - - - x9.5 �- (40 9.5 wJ - - � - X9.4- - - - - - - - - SANITARY SEWER MANHOLE BENCHMARK ELEVATION 9.94' x 9.7 x 9.8 9,7 EDGE OF ASPHAL T FND j%P (NO-ID) X 10.7 200' 50.00' so FND :,f?%P 96 oos (NO-ID) 0 g x 11.8 x13.2 x12.5 x 11.0< 10.6 13.5 x 12.4 1-STORY FRAMED lf'386 VANCANT LANDS x It.41 10.0 1-STORY MASONRY RES. 376 0.2' 0.2' O x I O O xo X ,Z< 12.3 9.9 x lk 0.l' x - 13ALOT.75 LOT 39 x Of' lk 13.6 x 12.6 x x 1n x aG� / I x 12.3 10,9 0,0 12 L x G e I NOTE. £LEVA TIONS SHOWN REFER TO N.G V.D. OF x I 1929. I 9 x f7voI (44 ) 02 ' x x 13.5 x 13,5 x 11.6 966cj x 1.1' 0.4' 0.4' LOT 40 V`` 'JPO'OO' 10.3 � 0FN0 /P LOT,36 Ov f LOT,78 (NO-ID) AMR R 8,1NES IHERES YCER 77FYTO.'DA VO P.ROGERS THAT THIS SURVEY MEETS THEM/N1MUM 7FCHN/CAL STANDARDS AS SET SURVE RS,INC FORTHBY THEFLOR/DA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SEC77ON472.027FLOR/DA STA7T/TESAND CHAPTER 61G17-6 2866 MANGRO PEA VENUE✓ACKSONV/LLE, FL 32246 AOR/OA ADM/N/S7RAT/VE CODE. TEL (904) 641-2520 FAX(904)641-2060 NOTES 1 THIS IS A TOGOGRAPHIC SURVEY. 2 ELEVA 1701V5 SHOWN HEREON ARE BASSO ON THE N.G.V.D. OF 1929. 3 FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL ND FLORIDAREGISTERED SURVEYORS 120077-0001 DATED 4-15-1992 A1ARV/N R.BANKS. NO. 4470 4 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT DARYL S BANKS NO. 6063 SHOWN ON THIS SURVEY BU MAY BE FOUND IN THE PUBLIC RECORDS OR FACIL177CS OF THIS COUNTY. 5 THIS SURVEY DOES NOT DETERMINE OWNERSHIP DATE8-ff 2M3 6 BUSINESS LICENSE NUMBER 6470 7 NO UNDERGROUND UTIL I77ES LOCA IED, SCALE 1'=20' 8 NO UTIL I RES L OCA TED EXCEPT AS MA Y BE SHOWN HEREON. JOB NO 10718 9 THIS SURVEY IS INTENDED FOR THE PAR77ES CER77FIED HEREON. THIS ORA WING MAY NOT BE USED /N ANY OTHER TRANSACTION OR DUPLICATED WITHOUT THE CONSENT OF THE UNDERSIGNED. THIS SURVEYNOT VALID UNLESS THIS PR/NT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED e City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233-544 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: David and Suzi Rogers 3359 Pintail Drive, North Jacksonville Beach, Florida 32250 FILE NUMBER: ZVAR 2003-07 DATE OF HEARING: May 20, 2003 ORDER APPROVING VARIANCE The above referenced Applicant requested a Variance from Section 24-104 (e) (2) and (3) to reduce the required twenty (20) foot rear yard to ten (10) feet to allow for the construction of a detached garage and to reduce the required side yard from seven and one-half (7.5) feet on each side to a combined fifteen (15) feet with not less than five (5) feet on either side, for property within the RS-1 Zoning District and located as 380 10th Street On May 20, 2003, said request was considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application, supporting documents and an amendment to the application as offered by the Applicant, the Community Development Board found that the amended request complies with Section 24-49 and Section 24-64 the City of Atlantic Beach Zoning and Subdivision Regulations, finding as follows: (1) Special conditions and circumstances exist which are peculiar to the Land, Structure or Building involved and which are not applicable to other Lands, Structures or Buildings in the same Zoning District; (2) The special conditions and circumstances do not result from the actions of the Applicant; Pagetwo Order ZVAR-2003-07 May 21,2003 3 The Variance anted i th O gr s e minimum Variance that will make possible the reasonable Use of the Land, Building or Structure; (4) The granting of the Variance will be in harmony with the general intent and purpose of this Chapter and the Variance will not be injurious to the area involved or detrimental to the public welfare. NOW THEREFORE, based on said findings, the Community Development Board hereby APPROVES this amended request for a Variance from Section 24-104 (e) (3) to reduce the required seven and one-half (7.5) foot side yard to a combined fifteen (15) feet, with not less than five (5) feet on either side, subject to the following conditions: • This Variance to allow the proposed construction shall be granted to this Applicant only, and in the case that construction does not commence within 365 days, the Variance shall be null and void. DATED THIS .-3 DAY OF , 2003. A. Don Wolfson, Chairman Community Development Board ' The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. Communiff Development Director DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ' tk1 TELEPHONE:(904)247-5834 r.. J FAX: (904)247-5843 �1 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # ,3 - Z Le 9 3 D Applicant: Address: Project:. fV 0i,c) �,S;nc;iP 1-Ct1111 l 4 y 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: -Z 5-O Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Rev' wed by Donna K luzniak, Public Utilities Director Date S gnature Contractor Notified Date �Eo 3 Vit:,V J J rr CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION Carol (FOR NEW CONSTRUCTION RESIDENTIAL AND CONIMERCIAL) Date: J ``� l 9 03 Job Address: 3JJ0 Owner's Name: I) ✓�o ,o Address: �'i+�c �J -19 4-,, 0 c 1-4, YV-'"Phone: L/- Legal Description: Block Number: i �- Lot Number: 3 7 Zoning Districts,,; /}/� ,/VL Contractor: ,' , /1/l �J�/f Cyd c. State License Number:-rf —sem c Address: o Q g LI-11..0 Nn �V l Phone: �u `(-7 9-Y -U1 7L City: ,S' l , ►�-�t c wi i� v State: Zip:.)-1d0 Fax: -10 - ilf-Jekl Describe proposed use and work to be done: C,f 4,L,4,, a ' _f l,( 6, �-jZ Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?k If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. 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. NO. Applicant certifies that no trees will be removed for this project. YES. 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. 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 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.R.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. I. 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. c3 Signature of owner: � Date: 0 I hereby certify that I have read and examined this application and know the sam o 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: Zg� s� ate:..1, ,6 S Address and contact information of person to receive all correspondence regarding s application (please print). Name: Do N Mailing Address: 32-0 C' OL Telephone: y U y �- -U!'7�� Fax:�U y— l/� - ��f E-Mail: AS TO OWNER: Sworn to and subscribed before me this `Fh day of State of Florida,County of Duval Notary's Signature:7z � UW S.CHERRY =' b ❑ Personally known MY COMMISSION#DD 189524 y. EXPIRES:March 5,2007 Eg�Produced identification of;4^ Bonded n,ti rwruy Public underwriters_ Type of identification produced JFK. _1 iA Li g AS TO CONTRACTOR: Sworn to and subscribed before me this �� day of 20 0-> State of Florida,County of Duval Notary's Signature: IAN S.CHERRY ' Personally known MY COMMISSION#DD 189524 ❑ y ^; EXPIRES:March 5,2007 J;2_Produced identification Bonded ThruMamryPublic underwriters Type of identification produced FL - U� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 .Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Page 2 s' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: -1,- 3 Type of Development: Flood Zone: Required Lowest Floor Elevation: 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: a�s _ Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 MAP SHOWING TOPOGRAH/C SURVEY OF LOT 37 ,BLOCK 12 SUBD/V/S/ON"A"A TLANT/C BEACH AS RECORDED/N PLA T BOOK 5 ,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA EDGE OF ASPHAL T 10 TH S TREE I RI - - - - - - x9.5 (40 9.5 W) - - - X9.4- - - - - - - - - SANITARY SEWER MANHOLE BENCHMARK ELEVA TION 9.94' x 9.7 x 9.8 - 9.7 EDGE OF ASPHALT FNO �11P 74 (NO-ID) x 10.7 0 • O 200' fNO $11P 0 50.00' 90 (NO-ID) oo� z x 11.8 x 13.2 x 12.5 x 11.6< 10.6 13.5 x 12.4 x 11.4 10.0 1-STORY FRAMED , J86 VANCANT LANDS 1-STORY MASONRY RES. I J76 0.2' 0.2' O x O O O r�� I x 12.3 ^ 9.9 x I 0.1. x -A 13,440r J5 LOT J9 x 0.1' x 12.6 x 13.6 x x 12 � 10.9 12 -0� x x 12.3 OG� NOTE. ELEVATIONS SHOWN REFER TO NG.V.D. OF x x 1929. I so oo' (4 o jl P 0.2' x x 13.5 x 13.5 06° x �. x 11.6 9 1.1• LOT 40 L74' 04,1 1` '50.00' 10.3 OFND `f` lP LOT 36 �1 OCi LOT 38 (NO-ID) 77 - Bf4NKS IHERESYCERTIFYTO.•DAMPROGERS THATTH/SSURVEYMEETS TMEMINIMUMTECHNICAL STANDARDSASSET SURY RS,INC FORTH@YTHEFLORIDABOARDOFPROFESSIM ML LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61 G 17-6 2866MANGROVEA VENUE✓ACKSONV/LLE, FL 32246 FZOR/DA ADM/NIS TRA TIVECODE TEL (904) 641-2520 FAX(904) 641-2060 NOTES 1 7N/S IS A TOGOGRAPHIC SURIEY. 2 EL EVA 77ONS SHOWN HEREON ARE BASED ON THE N G V.D. OF 1929. FLOR/DA REG/STEREO SURVEYORS 3 FL 000 ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO ANKS NO 120077-0001 DA TED 4-15-1992 MAfARVARV/N R.BARNKS 6063 NO. 4470 . 4 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT DARYL S. SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACIL177CS OF THIS COUNTY. 5 THIS SURVEY DOES NOT DETERMINE OWNERSHIP DATER-1f2003 6 BUSINESS LICENSE NUMBER 6470 7 NO UNDERGROUND U TIL 177ES L OCA TED. SCALE 1'-20 8 NO UTIL/TIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. JOB NO f07f8 9 THIS SURVEY/S INTENDED FOR THE PARTIES CER77F/ED HEREON. 7HIS DRAWING MAY NOT BE USED IN ANY OTHER TRANSACTION OR DUPLICA 7ED W77NOUT 7HE CONSENT OF THE UNDERSIGNED. THIS SUR VEYNOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF MEABOVE SIGNED Schlueter, Jennifer From: Kosoy, Robert Sent: Monday, October 06, 2003 2:50 PM To: Ford, Don; Schlueter, Jennifer Cc: Showman, Lisa; Nodine, Phil Subject: 380 10th The resubmitted plans for drainage and erosion and sediment control are acceptable. This has PW approval. i DEPARTMENT OF PUBLIC WORKS v f�i 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ji TELEPHONE:(904)247-5834 r FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: _Jam n"1 Ei<<tF crn 40m S Address: ID Sf` Project: C--'5r n l P )c7a m r Ha F ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. �6 Your permit application has been reviewed by the Public Works Department and the followirIg items need attention: Provide erosion and sediment control plans. Revise drainage plan to provide drainage from rear and side yards toward the street . 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 Robert S. Kosoy, P.E., Director of Public Works Date Id O Signature Contractor Notified Date 10303 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Rogers residence Builder: Don Meuse Custom Homes Address: Lt 37, Bilk 12, Subdiv A Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: David & Suzi Rogers 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:36.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(ft2) 2842 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 352.0 ft2 _ 13. Heating systems b.Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:36.0 kBtu/hr c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:6.80 _ 8. Floor types _ b. Electric Heat Pump Cap: 18.0 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0,191.0(p)ft _ HSPF:6.80 _ b.N/A _ c. N/A _ c. N/A _ 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=19.0, 1424.0 ft2 _ a. Electric Resistance Cap:50.0 gallons b.Frame,Wood,Exterior R=I 1.0,636.0 ft2 _ EF:0.91 _ c. Frame,Wood,Adjacent R=I 1.0, 199.0 ft2 _ b.N/A _ d.N/A e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0,2022.0 ft2 _ DBP-Dedicated heat pump) b.Under Attic R=19.0,300.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,125.0 ft _ PT-Programmable Thermostat, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 100.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 38699 PASS I Total base points: 40288 hereby certify that the plans and specifications covered Review of the plans and THE sr by this calculation are in compliance with the Florida specifications covered by this yoF = AT�o Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed a ' v DATE: I this building will be inspected for t hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. °D WY � OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 37, Bilk 12, Subdiv A, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2842.0 20.04 10251.7 Double, Clear W 15.0 6.0 13.0 38.52 0.39 193.2 Double, Clear N 6.0 6.0 42.0 19.20 0.71 573.3 Double, Clear W 1.5 6.0 12.0 38.52 0.91 422.2 Double, Clear W 1.5 6.0 8.0 38.52 0.91 281.5 Double, Clear S 13.0 6.0 42.0 35.87 0.45 673.1 Double, Clear S 13.0 6.0 39.0 35.87 0.45 625.0 Double, Clear E 1.5 6.0 16.0 42.06 0.91 614.3 Double, Clear E 1.5 6.0 12.0 42.06 0.91 460.7 Double, Clear E 1.5 6.0 30.0 42.06 0.91 1151.8 Double, Clear E 1.5 6.0 12.0 42.06 0.91 460.7 Double, Clear N 1.5 6.0 18.0 19.20 0.94 324.4 Double, Clear N 1.5 6.0 32.0 19.20 0.94 576.7 Double, Clear W 1.5 6.0 12.0 38.52 0.91 422.2 Double, Clear W 1.5 6.0 8.0 38.52 0.91 281.5 Double, Clear S 1.5 6.0 6.0 35.87 0.86 184.2 Double. Clear E 1.5 6.0 50.0 42.06 0.91 1919.6 As-Built Total: 352.0 9164.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 199.0 0.70 139.3 Frame,Wood, Exterior 19.0 1424.0 0.90 1281.6 Exterior 2060.0 1.70 3502.0 Frame,Wood, Exterior 11.0 636.0 1.70 1081.2 Frame,Wood,Adjacent 11.0 199.0 0.70 139.3 Base Total: 2259.0 3641.3 As-Built Total: 2259.0 2502.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Exterior Wood 40.0 6.10 244.0 Exterior 40.0 6.10 244.0 Adjacent Wood 21.0 2.40 50.4 Base Total: 61.0 294.4 As-Built Total: 61.0 294.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2022.0 1.73 3498.1 Under Attic 30.0 2022.0 1.73 X 1.00 3498.1 Under Attic 19.0 300.0 2.34 X 1.00 702.0 Base Total: 2022.0 3498.1 As-Built Total: 2322.0 4200.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 191.0(p) -37.0 -7067.0 Slab-On-Grade Edge Insulation 0.0 191.0(p -41.20 -7869.2 Raised 0.0 0.00 0.0 Base Total: -7067.0 1 As-Built Total: 191.0 -7869.2 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 37, Blk 12, Subdiv A, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2842.0 10.21 29016.8 2842.0 10.21 29016.8 Summer Base Points: 39635.2 Summer As-Built Points: 37308.7 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) 37308.7 0.667 (1.090 x 1.147 x 1.00) 0.341 0.950 9679.2 37308.7 0.333 (1.090 x 1.147 x 0.91) 0.341 0.950 4839.6 39635.2 0.4266 16908.4 1 37308.7 1.00 1.200 0.341 0.950 14518.8 EnergyGaugeT"^ DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 37, Bilk 12, Subdiv A, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2842.0 12.74 6517.3 Double, Clear W 15.0 6.0 13.0 20.73 1.23 332.2 Double, Clear N 6.0 6.0 42.0 24.58 1.02 1051.1 Double, Clear W 1.5 6.0 12.0 20.73 1.02 254.6 Double, Clear W 1.5 6.0 8.0 20.73 1.02 169.7 Double, Clear S 13.0 6.0 42.0 13.30 3.54 1977.2 Double, Clear S 13.0 6.0 39.0 13.30 3.54 1835.9 Double, Clear E 1.5 6.0 16.0 18.79 1.04 311.4 Double, Clear E 1.5 6.0 12.0 18.79 1.04 233.5 Double, Clear E 1.5 6.0 30.0 18.79 1.04 583.8 Double, Clear E 1.5 6.0 12.0 18.79 1.04 233.5 Double, Clear N 1.5 6.0 18.0 24.58 1.00 443.5 Double, Clear N 1.5 6.0 32.0 24.58 1.00 788.4 Double, Clear W 1.5 6.0 12.0 20.73 1.02 254.6 Double, Clear W 1.5 6.0 8.0 20.73 1.02 169.7 Double, Clear S 1.5 6.0 6.0 13.30 1.12 89.2 Double, Clear E 1.5 6.0 50.0 18.79 1.04 973.0 As-Built Total: 352.0 9701.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 199.0 3.60 716.4 Frame,Wood, Exterior 19.0 1424.0 2.20 3132.8 Exterior 2060.0 3.70 7622.0 Frame,Wood, Exterior 11.0 636.0 3.70 2353.2 Frame,Wood,Adjacent 11.0 199.0 3.60 716.4 Base Total: 2259.0 8338.4 As-Built Total: 2259.0 6202.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Exterior Wood 40.0 12.30 492.0 Exterior 40.0 12.30 492.0 Adjacent Wood 21.0 11.50 241.5 Base Total: 61.0 733.5 As-Built Total: 61.0 733.5 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2022.0 2.05 4145.1 Under Attic 30.0 2022.0 2.05 X 1.00 4145.1 Under Attic 19.0 300.0 2.70 X 1.00 810.0 Base Total: 2022.0 4145.1 As-Built Total: 2322.0 4955.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 191.0(p) 8.9 1699.9 Slab-On-Grade Edge Insulation 0.0 191.0(p 18.80 3590.8 Raised 0.0 0.00 0.0 Base Total: 1699.9 1 As-Built Total: 191.0 3590.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 37, Blk 12, Subdiv A, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2842.0 -0.59 -1676.8 2842.0 -0.59 -1676.8 Winter Base Points: 19757.4 Winter As-Built Points: 23506.2 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) 23506.2 0.667 (1.069 x 1.169 x 1.00) 0.501 0.950 9039.1 23506.2 0.333 (1.069 x 1.169 x 0.93) 0.501 0.950 4519.6 19757.4 0.6274 12395.8 23506.2 1.00 1.211 0.501 0.950 13558.7 EnergyGaugelm DCA Form 60OA-2001 EnergyGaugeO/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lt 37, Blk 12, Subdiv A, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16908 12396 10984 40288 14519 13559 10622 38699 PASS 0 4 THE STA.���o�n 1-. /fit,: 1. '10 OD WE���� EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 37, Bilk 12, Subdiv A, Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/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. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electrk*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 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.3 The higher the score,the more efficient the home. David & Suzi Rogers, Lt 37, Blk 12, Subdiv A, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(ft2) 2842 ft2 a N/A _ 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft2 352.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:36.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:6.80 _ d. Tint/other SHGC-double pane b.Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types _ HSPF:6.80 a. Slab-On-Grade Edge Insulation R=0.0, 191.0(p)ft _ c. N/A b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=19.0,1424.0 ft2 _ EF:0.91 _ b. Frame,Wood,Exterior R=11.0,636.0 ft2 _ b.N/A _ c. Frame,Wood,Adjacent R=11.0, 199.0 ft2 d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,2022.0 ft2 _ 15. HVAC credits MZ-C,MZ-H b.Under Attic R=19.0,300.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, a N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,125.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 100.0 ft 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) 01,VIIE sP,gl� in this home before final inspection.Otherwise,a new EPL Display Card will be completed �,�y = W based on installed Code compliant features. Builder Signature: Date: ly r fl Address of New Home: City/FL Zip: j�COD wE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar""designation), your home may qualms for energy efficiency mortgage(EE" incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version:FLRCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Down Energy Design Systems Job: 9117103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignO_comcast.net Project i i For: David& Suzi Rogers Lot 37 Blk 12 Subdiv"A",Atlantic Beach, FI Notes: Design i s Weather: Jacksonvilie, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 25305 Btuh Structure 23844 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 25305 Btuh Use mfq.data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 23129 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Stuh Ventilation 0 Btuh Heating Coolin Infiltration 5622 Btuh Area (ft ) 2022 2022 Total latent equip. load 6312 Btuh Volume (ft) 20220 20220 Air changes/hour 0.7 0.4 Total equipment load 29441 Btuh Equiv.AVF (cfm) 224 128 Heating Equipment Summary Cooling Equipment Summary Make n/a Make nia Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right-Suite Residential—5.0.58 RSR29784 2003-Sep-17 18:0237 k—'Ck (:\Documents and Settings\customer\My Documents\EDS\Wrightsoft HVAG\Davwd Suzi Rogers Lt 37 Blk 12 Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 9117103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project i i For: David&Suzi Rogers Lot 37 Blk 12 Subdiv"A",Atlantic Beach, FI Notes: Ii - c -in t6formation Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F Inside db 72 °F Design TD 33 'F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 11456 Btuh Structure 14298 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 11456 Btuh Use mfq. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 13869 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2468 Btuh Area (ft') 820 820 Total latent equip. load 3158 Btuh Volume (ft) 7380 7380 Air changes/hour 0.8 0.5 Total equipment load 17027 Btuh Equiv.AVF (cfm) 98 56 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency nia Efficiency nia Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 'F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-n9F-jtsoft Right-Suite Residential—50.58 RSR29784 2003-Sep-17 18:02:37 A + lk (:\Documents and Settings\customerWy Documents\EDSMrightsoft HVAC\David Suzi Rogers Lt 37 Blk 12 Page 2 AL RIGHT-J SHORT FORM Zone Down Energy Design Systems Job: 9/17/03 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone.904-287-5339 Fax.904-287-1258 Email:energydesign@comcast net Projectf r For: David &Suzi Rogers Lot 37 Blk 12 Subdiv"A",Atlantic Beach, FI iesion Information Htg CIg Infiltration Outside db(°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD ('F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference (gr/Ib) - 65 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 'F Total cooling 0 Btuh Actual heating fan 0 cfrn Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) First Floor 2022 25305 23844 1256 1141 Zone Down n p 2022 25305 2?844 1256 1141 Ventilation air 0 0 Equip. @ 0.97 RSM 23129 Latent cooling 6312 TOTALS 2022 25305 29441 1256 1141 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �y,,��/^� wrjghtsoft Right-Suite Residential—5.0.58 RSR29784 2003-Sep-17 18:02:37 fA,Ck 1:0ocuments and Settings\customer\My Documents\EDS\Wrightsoft HVAC\David Suzi Rogers Lt 37 Blk 12 Paqe 1 RIGHT-J SHORT FORM Zane Up ' > Energy Design Systems Job: 9/17/03 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone.904-287-5339 Fax.904-287-1258 Email.energydesign@comcast.net Project it • For: David & Suzi Rogers Lot 37 Blk 12 Subdiv"A",Atlantic Beach, FI Desian Information Htg Cly Infiltration Outside db(°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference (gr/Ib) - 65 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 °F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Second Floor 820 11456 14298 569 684 Zone Up n p , 820 11456 14298 569 684 Ventilation air 0 0 Equip. @ 0.97 RSM 13869 Latent cooling 3158 TOTALS 820 11456 17027 569 684 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right-Suite ResidentialT 5.0.58 RSR29784 2003-Sep-17 18 0237 ,,CK I\Documents and Settings\customer\My Documents\EDS\Wrightsoft HVAC\David Suzi Rogers Lt 37 Blk 12 Page 2 r` cfl M O 0 UUZUUU U o a U U U U LL CL 0 0 U N L00 a 00 c 3 :D O ._, CO p Va 0) 0 J J Q J J J J F- U U Z U U U U 0 araaaara a ° 0 0 cn N r U m CL W �o U N � $ _ p W c O 2 UQ o Dcl ui 2 W c C7 �i O) oM c CO rn CO CD Cl) _ D L i C 2 I 2 � 2 2 E O u N N< N Lo N 0 U � 2 V W p N .��i `. a) Y CD W V a) ` C%4 .N.. W O O C)_ CU r.+ M C) M Cf) U) NCACONCO Iq 00 CA cocoU- r- It co U) co y a w U) C1 V -71 Ow (j Q Z ti Z :3 c ++ U N C14 >1N •_ M C Q N J O � S (n Cfl () m 0) X (A 0 = Ocu C Cl) 0) N N CO p 7C) U) A 8 0 N Q1 , M st J r- co � CO Do v U) o o cn rn C(D a N C) _O M CU C �>1 •V U) p m N Cn (n o m N U c a i Q 2 2 F- Q c ~ Q 0F- < o = J ) Q (' U l') Lo Co C-4 LO QQQmmo Q F- 2 Q N PAGE 1 Date: 08/22/2003 MANNING BUILDING SUPPLY LOG # : C0667F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JIMMY CISSEL Pitch: 6/12 Customer: SAMPLE CUSTOMER Job Name : ROGERS RESD. Address : Address : LOT 37-10TH - Street Atlan DAUVAL COUNTY Designer: DC --------- -- Left I Right Qtyl Span O.H. O.H. Description ----------------------------------------------------------------------------- ** I-Joist ' s ** 11 26 ' WI60 - 16" x 2 . 5" 3 18 ' WI60 - 16" x 2 . 5" 3 16 ' WI60 - 16" x 2 . 5" 1 12 ' WI60 - 16" x 2 . 5" 2 10 ' WI60 - 16" x 2 . 5" ** Rim Board ** 5 12 ' 16" Fiber Strong @ 1 .25" ** Beams ** 2 32 ' BM1 GPLAM 16" 2 8 ' BM2 GPLAM 16" 2 32 ' BM3 GPLAM 16" 2 14 ' BM4 GPLAM 14" ** Hardware Floor ** 33 MIT316 Top Mt 1611/60 - ----- ------------------------ ---------------------------- ---------------- 0 - - - Trusses 33 # of Hardware 20 # of I-Joist 0 - Piggy' s 0 - Jacks 8 - # of Beams 5 - # of Rim Board -------------- 0 - Total Trusses N m N N 1 r O �--- 26.2" 4'2" 11 T .. .. m t F1 m �3 o� co OMM N F2AM O m W F4 F3 � m II F1 N FS F6 4'2" 4 8 a,10" N O � m t _ (J V - -21' 1 - 14'--{ ' cm am Dm D m a cD zr- Mc We of 3 Mr-00 �r cn D�ao m .� TN z ,Z.. .. N'; w 1m o� i� z r Dx rrno�m zap mo o 00 -i z Z1 G'7 Q] M,-1-04 o= mm -n me "" ••._LmJ v TVI O O vfC m Mo ^Z NN O(naa;] �Z Dr 3 N< V J cnv 3 = mD -+o m m. °'c ZmO� mmo mm xc o M z U) a) =N Mm civ z oma CD CD r0 ID wi mr x= z oa ,l ! m om m r- n m (- n m°o M —N m ri .r.• n -+ D O Z 7l O 0 C 3 (n < m z D _ M m D o N 3 -< N - (n M m c T MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 11:46 am 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 ' Project : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# : BM1 Master Bed - Laundry Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 ' Max Defl : LL = L/360 TL = LI240 Composite Action : No F13.5" 565psi 9.0" 565 ipsi 6.0" 565 psi Ll 1 3.5", 565 psi LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf,-Roof. Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 1250/6 0 0'0" 32'0" 4'8"s.c.-A8 TRUSSES ' 2 Concentrated(lbs) 1447 1052 100% 0 3'6" Second Floor Wall&Roof 3 Partial(plf) 305 222 100% 0 T7 16'8" FLOOR TRUSSES 4 Partial(plf) 305 222 100% 0 22'8" 32'0" FLOOR TRUSSES 5 Span Carried(psf) 42 30 125% 0 0101, 32'0" 26'2"s.c.-SECOND FLOOR TRUSSES Uniform(plf) 15 0 0 0 32'0" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) -- 1 2 3 4 Max R'n 5395 13247 9076 3809 Min R'n 1300 3782 2296 625 DL R'n 1512 3782 2352 1000 Min Brg(in.) 2.73 6.70 4.59 1.93 [Based on bearing stress below] Brg Str(R!�!L 565 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5916 1 11' 1" 74 13300 125% 0.44 M(ft-lbs) 16183 1 5'6" 72 44445 125% 0.36 LtRn(lbs) 5395 0 0101, 72 6921 100% 0.78 See Note#5 RtRn(lbs) 3809 0 32'0" 72 6921 100% 0.55 See Note#5 IntRn(lbs) 9076 0 23'6" 75 11865 100% 0.76 See Note#5 LLDell(in) 0.16 1 6'4" 72 0.43 L/966 TLDefl(in.) 0.22 1 6'4" 72 0.64 L/711 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads& duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces, 2"from edges. ' 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout Page 1 of 1 MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 11:01 am 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis ©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# : BM2 STAIRE WELL Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/480 TL = L/360 Composite Action : No u 3.5", 565 psi 3.5", 565 psi T_4 _ LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 7'4" 8'7"s.c.-F4 FLOOR TRUSSES 2 Span Carried(psf) 55 40 100% 0 0101, 7'4" 6'5"s.c.-F3 FLOOR TRUSSES Uniform(plf) 15 0 0 0 7'4" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1564 1564 Min R'n 464 464 DL R'n 464 464 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 933 1 7'2" 21 10640 100% 0.09 M(ft-lbs) 2868 1 3'8*' 21 35556 100% 0.08 LtRn(lbs) 1564 0 0101, 21 6921 100% 0.23 See Note#5 RtRn(lbs) 1564 0 7'4" 21 6921 100% 0.23 See Note#5 LLDefl(in.) 0.01 1 3-8" 21 0.18 U7359 TLDefl(in) 0.02 1 3-8" 21 0.24 U5175 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. ' 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. ' 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. For explanation of GROUP change to expanded printout. ' Page 1 of 1 ,. MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 11:43 am 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 LProject : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# : BM3 KITCHEN & DINING Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 ' Max Defl : LL = L/360 TL = L/240 Composite Action : No Li 5.5", 565 psi - ' LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Roof. Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0101, 31'0" 4'2"s.c.-A7 ROOF TRUSSES 2 Span Carried(psf) 55 40 100% 0 0101, 31'0" 10'4"s.c.-FLOOR TRUSSES 3 Uniform(plf) 124 0 100% 0 010" 31'0" SECOND STORY WALL 4 Span Carried(psf) 42 30 125% 0 0101, 31'0" 26'2"s.c.-SECOND FLOOR TRUSSES Uniform(plf) 29 0 0 0 31'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from leftend of the specified span. SUPPORTS(lbs) Max R'n 5410 21206 8236 Min R'n 373 8129 2752 DL R'n 1603 8129 3045 r Min Brg(in.) 1.50 5.36 2.08 [Based on bearing stress below] Brg Str(psi) 750 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 9903 2 1'7" 71 26600 125% 0.37 M(ft-lbs) 34086 1 12'9" 71 88890 125% 0.38 LtRn(lbs) 5410 0 0101, 72 18375 100% 0.29 See Note#5 RtRn(lbs) 8236 0 31'0" 73 21752 100% 0.38 See Note#5 IntRn(lbs) 21206 0 12'9" 71 21752 100% 0.97 See Note#5 LLDefl(in.) 0.25 2 9'2" 73 0.61 L/879 TLDefl(in.) 0.38 2 9'2" 73 0.91 L/577 USE: GPLAM 2.0E 1.75x16.00" 4 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. +� 10. Bolt plies together w/2 rows of 1/2"dia.bolts& washers 2"from edges @ 24"o/c staggered. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout Page 1 of 1 MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 12:08 pm 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis ©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 L Project : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# : BM4 GREAT ROOM & KITCHEN Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 ' Max Defl : LL = L/360 TL = L/240 Composite Action : No 'L 3.5", 565 psi 3.5", 565 psi ' LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,-Roof. Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # _Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Partial(plf) 55 40 100% 0 4'2" 12' 10" FLOOR 2 Partial(plf) 124 0 100% 0 4'2" 12' 10" WALL 3 Partial(plf) 84 61 125% 0 4'2" 12' 10" SECOND FLOOR TRUSS 4 Concentrated(lbs) 5410 3935 100% 0 4'2" BM3 Uniform(plf) 13 0 0 0 12' 10" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 4505 3348 ' Min R'n 1552 1490 DL R'n 1552 1490 Min Brg(in.) 2.28 1.69 [Based on bearing stress below] Brg Str(psi) 565 565 ' DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4296 1 1'4" 21 9310 100% 0.46 M(ft-lbs) 17915 1 4'2" 21 27630 100% 0.65 LtRn(lbs) 4505 0 0101, 71 6921 100% 0.65 See Note#5 RtRn(lbs) 3348 0 12'10" 71 6921 100% 0.48 See Note#5 LLDefl(in.) 0.20 1 6'5" 71 0.43 L/758 TLDefl(in.) 0.32 1 6'5" 71 0.64 L/475 USE: GPLAM 2.0E 1.75x14.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. ' 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. For explanation of GROUP change to expanded printout. Page 1 of 1 MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 1:25 pm 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis ©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# : Joist - Floor MASTER BEDROOM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 ' Max Defl : LL = L/360 TL = L/240 Composite Action : No L565 PSI LJ 3.5" 3.5", 565 psi LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,-Roof:Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 124 0 100% 0 010" 25'8" WALL ' 2 Partial(plf) 150 107 125% 0 0101, 25'8" SECOND FLOOR ROOF 3 Uniform(plf) 55 40 100% 0 010" 258" FLOOR Uniform(plf) 3 0 0 0 25'8" Self Weight *Dimensions measured_from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 3 4 Max R'n 1503 3021 2959 1480 Min R'n 818 1569 1530 804 DL R'n 832 1569 1530 819 Min Brg(in.) 1.76 3.50 3.50 1.75 Stiffener NO NO NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1973 1 10'5" 71 2462 125% 0.80 M(ft-lbs) 3398 1 4'8" 72 7812 125% 0.43 LtRn(lbs) 1503 0 0101, 72 2249 125% 0.67 See Note#5 RtRn(lbs) 1480 0 258" 72 2249 125% 0.66 See Note#5 IntRn(Ibs) 3021 0 10'7" 74 3125 125% 0.97 See Note#5 LLDefl(in.) 0.06 1 5'Y 72 0.35 U2171 TLDefI(in) 0.13 1 5'3" 72 0.53 U975 USE: WI 60 16.00" 1 Ply f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10 For explanation of GROUP change to expanded printout ' Page 1 of 1 �.. M .. ... «� �.. .. .. �. - �\ \\ �� . �-� ,4� ,- � i� t� �� �- �, �� `�. �� ° � ;� i � ; ��\'1 �4 °� ,� �� �'i' � '� � � \� � ���� i . PAGE 1 Date : 08/26/2003 MANNING BUILDING SUPPLY LOG # : C0667 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JIMMY CISSEL Pitch: 6/12 Customer: SAMPLE CUSTOMER Job Name : ROGERS RESD. Address : Address : LOT 37-10TH - Street Atlan DAUVAL COUNTY Designer: DC ------------------------ ----------------------------------------------------- Left Qtyl Span I O.H. I OO.H. I Description ------------------------- ---------------------------------------------------- 1 35 ' 2 ' 2 ' Al 135 ' 2 ' 2 ' A2 1 35 ' 2 ' 2 ' A3 1 35 ' 2 ' 2 ' A4 10 35 ' 2 ' 2 ' A5 2 30 ' 2 ' 0 ' A6 10 411" 211119 0 ' A7 18 417" 211119 0 ' A8 1 21 ' 211119 211119 B1GE 8 21 ' 2 ' 2 ' B1 2 20171112 2 ' 0 ' B2 1 17191112 2 ' 0 ' C1GE 2 17191112 2 ' 0 ' C1 5 4111118 211119 0 ' C2 4 2 ' 2 ' 0 ' 21CJ 2L 2R 4 4 ' 2 ' 0 ' 41CJ 2L 2R 13 6 ' 2 ' 0 ' 61EJ NC 2 815111 2191115 1015111 61HJ DC 45 ** Beams ** 2 14 ' BM5 GPLAM 14" 2 14 ' BM6 GPLAM 14" 2 16 ' BM7 GPLAM 14" ** Hardware Roof ** 32 A HUS26 1-ply Truss Hanger 2 UL4 MTS12 12 " Twist Strap 63 Trusses 34 # of Hardware 0 # of I-Joist 0 - Piggy' s - -23-_-Jacks 6 - # of Beams 0 - # of Rim Board 86 - Total Trusses Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1S5I151-Z0625145135 Truss Fabricator: Manning Building Supply Job Identification: C0667-ROGERS RESD. - LOT 37-10TH - Street Atlantic Bch Truss Count: 18 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Version 19.633. Structural Engineer of Record: Address: Truss Design Loads: Roof - 47 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH (ASCE 7-98) ' Notes: Seal Date:08/25/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 ' Details: CNBRGBLK-BRCLBSUB-Al20l5EC-GBLLETIN Ref Description Drawing# Date ' 1 84838--2'CJ 2L 2R 03234040 08/22/03 2 84839--4'CJ 2L 2R 03234041 08/22/03 3 84840--6'EJ NC 03234042 08/22/03 4 84841--6'HJ DC 45 03234043 08/22/03 5 84842--A1 03234057 08/22/03 6 84843--A2 03234044 08/22/03 7 84844--A3 03234045 08/22/03 ' 8 84845--A4 03234046 08/22/03 9 84846--A5 03234047 08/22/03 10 84847--A6 03234048 08/22/03 11 84848--A7 03234049 08/22/03 12 84849--A8 03234050 08/22/03 13- 84850--B1GE 03234051 08/22/03 14 84851--81 03234052 08/22/03 15 84852--B2 03234053 08/22/03 ' 16 84853--C1GE 03234054 08/22/03 17 84854--C1 03234055 08/22/03 18 84855--C2 03234056 08/22/03 t PRODUCTS HARDWARE SCHEDULE 7/9/03 2003 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 (22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 103 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUL/R 26 63 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUL/R 210 63 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 60 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 60 995 1145 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 110 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 62 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 L/R 62 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' L SUL/R 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 60 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies M LSSU410 60 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies N IUT312 69 1110 1390 245 (10)16d (2)10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 70 2145 2680 1085 (16)16d (6)10d I-JOIST 2 Ply Face Mount P IUT412 70 1110 1390 255 (10)10d (2)10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 83 2400 - - (6)16d (2)10dx1.5 I-JOIST Top Mount 2.5" R SUL/R 310 63 1860 2330 765 (14)16d (6)10dx1.5 I-JOIST Skewed 45' S SUL/R 314 63 2395 2500 1150 (18)16d (8)10dx1.5 I-JOIST Skewed 45' T LSSUH310 60 2295 2295 1150 (18)16d (12)10dx1.5 I-JOIST Sloped-varies T LSSUH310 60 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST I Skewed -varies U HU11 71 2950 3685 865 (22)16d (6)10dx1.5 1 PLY LVL Min. Load U HU11 71 4020 4405 1440 (30)16d (1010dx1.5 1 PLY LVL Max. Load V HGUS48 103 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 103 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 103+149 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X I HGUS412 R 103+149 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 71 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 72 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Short UL2 H16 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Long UL3 H16-2 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss UL4 MT312 131 - - 1000 (7)10d (7)10d Tie Down Twist Strap 12" UL5 HTS20 131 - - 1450 (12)10d (12)10d Tie Down Twist Strap 20" UL6 MSTA36 127 1495 2135 see Left (13)10d (13)10d Tie Down Flat Strap 36" UL7 jMGT 122+136 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHD5 20 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 20 - - 4685 Threaded Rod Tie Down TSB2-24 115 (4)10dx1.5 Brace Truss Spacer MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 12:31 pm 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 ' FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# : BM5 SCREEN PORCH Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 0/12 ' 3.5", 565 psi U1 3.5", 565 psi ' LOADS Project Design Loads:Roof:Live=30 psf, Dead=12 psf,* Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(lbs) 650 464 125% 0 0101, HIPP JACK 2 Trapezoidal(plf) 315 364 225 260 125% 0 0101, 6'0" CONNER SET 3 Concentrated(]bs) 3014 2153 125% 0 6'0" Al HIPP 4 Partial(plf) 883 631 125% 0 6'0" 12'6" A2-A4 TRUSSES Uniform(plf) 13 0 0 0 12'6" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 5326 6274 Min R'n 1579 1850 DL R'n 1579 1850 Min Brg(in.) 2.69 3.17 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 5159 1 12'4" 41 11638 125% 0.44 M(ft-lbs) 21860 1 6'0" 41 34537 125% 0.63 LtRn(lbs) 5326 0 010.1 41 6921 100% 0.77 See Note#5 RtRn(lbs) 6274 0 12'6" 41 6921 100% 0.91 See Note#5 LLDefl(in.) 0.28 1 6'3" 41 0.42 U542 TLDefl(in.) 0.39 1 6'3" 41 0.62 U382 USE: GPLAM 2.0E 1.75x14.00" 2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. ' NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. e 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 6 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed I for commercial uses. 10. Verify that load is applied at top or equally from both sides. 11. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 12. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 13. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14. For explanation of GROUP change to expanded printout. Page 1 of 1 ' MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 12:30 pm 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# . BM6 SCREEN PORCH Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 ' Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 0/12 ' 3.5", 565 psi Ll 3.5", 565 psi TZ 6" LOADS Project Design Loads:Roof. Live=30 psf, Dead=12 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(I bs) 650 464 125% 0 0101, HIPP JACK 2 Trapezoidal(plf) 315 364 225 260 125% 0 0101, 6-0" CONNER SET 3 Concentrated(lbs) 3014 2153 125% 0 6'0" Al HIPP 4 Partial(plf) 883 631 125% 0 6'0" 12'6" A2-A4 TRUSSES Uniform(plf) 13 0 0 0 12'6" Self Weight ' 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 5326 6274 Min R'n 1579 1850 DL R'n 1579 1850 Min Brg(in.) 2.69 3.17 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 5159 1 12'4" 41 11638 125% 0.44 M(ft-lbs) 21860 1 60" 41 34537 125% 0.63 LtRn(lbs) 5326 0 0101, 41 6921 100% 0.77 See Note#5 RtRn(lbs) 6274 0 12'6" 41 6921 100% 0.91 See Note#5 LLDefl(in.) 0.28 1 6'3" 41 0.42 U542 TLDefl(in.) 0.39 1 6'3" 41 0.62 0382 USE: GPLAM 2.0E 1.75x14.00" 2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 10. Verify that load is applied at top or equally from both sides. 11. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 12. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 13. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.For explanation of GROUP, change to expanded printout. t ' Page 1 of 1 MANNING BUILDING SUPPLY Daniel Clark 22 Aug 2003 12:38 pm 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBea Engineering Analysis ©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 LProject : C0667 MEUSE CUSTOM HOME.FBD Rogers Resd. Lot37 110th ST. Mark# : BM7 GARAGE Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 0/12 4.5", 565 psi 4.5", 565 psi Tom— _ ' LOADS Project Design Loads:Roof. Live=30 psf, Dead=12 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 1250/6 0 U 0" 15'0" 21'0"s.c.-B1 TRUSSES Uniform(plf) 13 0 0 0 15'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 LMax R'n 3403 3403 Min R'n 1041 1041 DL R'n 1041 1041 Min Brg(in.) 1.72 1.72 [Based on bearing stress below] Brg Str(gs_ 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2789 1 13'8" 41 11638 125% 0.24 M(ft-lbs) 12762 1 7'6" 41 34537 125% 0.37 LtRn(lbs) 3403 0 0101, 41 8899 100% 0.38 See Note#5 RtRn(lbs) 3403 0 15'0" 41 8899 100% 0.38 See Note#5 LLDefl(in.) 0.24 1 7-6" 41 0.50 U757 TLDefl(in.) 0.34 1 7'6" 41 0.75 U525 USE: GPLAM 2.0E 1.75x14.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code, a registered design professional or building official should verify the input loads and product application. ' 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10. Verify that load is applied at top or equally from both sides. 11. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 12. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 13. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14. For explanation of GROUP, change to expanded printout. Page 1 of 1 - -- - - T I R2 ! 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C \ C z N z a cn Ito e o wrn o� o v m o �� ocn z z p a z N N tomro •.i rn Z .. n0 o m H i� ZU\ ro Cn x x tm f O �`J• Z p 102 Z 0 N t x m m 00 ID 0 m Y - - �� m�Xtm NmuN1/J1lIiII1l111i11U\5� X z c niaa CU ny na rH r� 1 -2 m m r0 O I " >z d:l x m a ^� Iwo - owo - owo - owo-o w z o r o o N r'zmr c rn o o rn ccicn000c�o,c.v �,._, E'9 - a z -A> Zp'm^ rn .; a a D .n_ym0z Z S S 2 X SI x Z � 711 Z r• i+f>'O H:-3 r Lmr� m Z ^�, za of _ oarnn mo- z m 'zc�n,.n o -il zm vnrmn � .M-4 =�� i" ^• ma �zan� a- � I i�g nr _ or z C7 ? N N N N NN N N NIN N NIN N NN NN N iJ -iv7 m c n z.� z z ri > x a - lr. �- -- -. a II W I o zmoro c2 z m I ! � .H-. 00 oro-200 I ! I ! O� mZOZ-3 Z L V CO ' PAGE 1 Date : 08/27/2003 MANNING BUILDING SUPPLY LOG # : C0667A ' TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JIMMY CISSEL Pitch: 6/12 Customer: SAMPLE CUSTOMER Job Name : ROGERS RESD. Address : Address : LOT 37-10TH - Street Atlan DAWAL COUNTY Designer: DC --------------------------------------------------------------------- ' I I Left I Right Qty Span O.H. O.H. I Description ----------------------------------------------------------------------- 1 2612" 2 ' 2 ' D1GE 14 2612" 2 ' 2 ' D1 1 1316" 2 ' 2 ' ElGE 1 1316" 2 ' 2 ' E1 ' 1 818" 2 ' 2 ' F1GE 1 818" 2 ' 2 ' F1 1 2612" 2 ' 2 ' G1GE 20 Trusses 0 # of Hardware 0 # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board ---------------- 20 - Total Trusses Alpine AlP iEngineered Products, Inc. g 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:1S5I151-Z0526164011 Truss Fabricator: Manning Building Supply Job Identification: C0667A-ROGERS RESD. -- LOT 37-10TH - Street Atlantic Bch Truss Count: 7 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Version 19.633. Structural Engineer of Record: Address: Truss Design Loads: Roof - 47 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH (ASCE 7-98) Notes: Seal Date:08/26/2003 1. Determination as to the suitability of these truss components for the Engineer- structure is the responsibility of the building designer/engineer of Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: ICUSR151 Details: A12030EC-GBLLETIN 1 84773--D1GE 03234033 08/22/03 2 84774--D1 - 03234034 08/22/03 3 84775--E1GE 03234035 08/22/03 4 84776--El 03234036 08/22/03 1 5 84777--F1GE 03234037 08/22/03 6 84778--F1 03234039 08/22/03, 7 84779--G1GE 03234038 08/22/03 ] PRODUCTS HARDWARE SCHEDULE 6/4/03 2003 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 (22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 103 6805 7925 3220 (36)16d (12)16d TRUSS 3 PlyTruss E SUL/R 26 63 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 63 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 601 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G ILSSU210 601 995 1145 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 I THAC422 62 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange J THA422 L/R 62 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' K SUL/R 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' L ILSSU410 60 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies L LSSU410 60 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies M IUT312 69 1110 1390 245 (10)16d (2)10dx1,5 I-JOIST Face Mount 2.5" N HU312-2 70 2145 2680 1085 (16)16d (6)10d '-JC 2 Ply Face Mount O IUT412 70 1110 1390 255 (10)10d (2)10dx1.5 I-JOIST Face Mount 3.5" P MIT316 83 2400 - - (6)16d (2)10dx1.5 I-JOIST Top Mount 2.5" Q SUL/R 310 63 1860 2330 765 (14)16d (6)10dx1.5 I-JOIST Skewed 45' R JSUUR 314 631 2395 2500 1150 (18)16d (8)10dx1.5 I-JOIST Skewed 45' S ILSSUH310 60 2295 2295 1150 (18)16d (12)10dx1.5 I-JOIST Sloped-varies S ILSSUH310 60 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies T jHU11 71 2950 3685 865 (22)16d 6)10dx1.5 1 PLY LVL Min. Load T HU11 71 4020 4405 1440 (30)16d (1010dx1.5 1 PLY LVL Max. Load U HGUS48 103 6805 7925 3220 (36)16d (12)16d 2 PLY LVL V HGUS412 103 9155 9155 4055 (56)16d (20)16d 2 PLY LVL W HGUS412 L 103+149 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf W HGUS412 R 103+149 5035 5035 1 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt X HUC412 71 2950 3685 1810 (22)16d 10)10d 2 PLY LVL Inverted Flange Y HGUS5.50/12 72 9155 9155 4055 (56)16d (20)16d 3 PLY LVL Z HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 134 - - 1470 10)10d x 1.5 (2)10dx1.5 Tie Down Short UL2 H16 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Lon UL3 H16-2 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 PlyTruss UL4 MTS12 131 - - 1000 (7)10d (7)10d Tie Down Twist Strap 12" UL5 HTS20 131 - - 1450 (12)10d (12 10d Tie Down Twist Strap 20" UL6 MSTA36 127 1495 2135 see Left (13)10d (13)10d Tie Down Flat Strap 36" UL MGT 122+136 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHDS 20 - - - 14 SDS1/4X3 Add UL7 Tie Down Add UL7 ULE PHD5 20 - - 4685 Threaded Rod Tie Down TSB2-24 115 (4)101:x1.5 Brace Truss Spacer 1 35' -- ------ 4----- T � � m 1 0 N L ' -26'2- F--7 26 2 ----� F (D O r C9 N W N O m N Y V G1GE N cD z EIPE I F1GE F1 E1 1)'G- 21' 6"21' 14 I mr-oo amomm m moo m=a==u cnociw ����� O M D �-+Z��<370 �Z•• .• m v zoncm u --nr7 Tm Z nmrzm + r f7C�1� N G7••r'C7 mmo,;o * A --alowt. ;0Z Z F--0Z Z oo mcA9.. : O O �7oAmm00 ' mo-4m z•-•zc�n . o < < «"nomm<-4 r f pro . X m ��am m h I .r. �G7 o r�oa * -� r O �C7Z 77OC') ^Z ••m W N n nam m zxc�sr c Z Cl) V J V mm=Nv a O of omm..ra0-i CD(D waozz m mc�ic�m�0 uiv :D • 3 moon z m m z 0 rvmmaom�mx� 80 Mr o xmzC3) Z ' < mm T W azaam z Co mmr C3 r- n m m�203 � C7-4M mm Q zmuiao mrxcx m Ocn m0.-••-zom ormw " Lmrom C7• -1c mm m mmoo� : r_or M.;m N moa�o . z <zomm -c0 c m N M � -+O czima:1oa Zr cmZ m —3 23rd-1-i m o C P mamcr xm m c6 -0 7 = ma ~ Zm -*O �n cn x m n c U o m A� cn�m m -o m H W O m Fri � � cn s° o ��. t � li /� � � ,j��x ' ,� /�// _ _ �7; �� a ,� c �/ � ' i � �-- - - �' � � ! ' � � � (_ � ' 1 1 � -- ' 1 1, J ' t ` - - lr 1 1 1 V L' h 1 J.,It1J.V 1 1\. 1J L'a171.11 800 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 . . . . . . 5/27/04 Parcel Number . . . . . 170055-0000- - Property Address . . . 380 10TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . ROGERS, DAVID & SUZI Contractor . . . . . . DON MEUSE CUSTOM HOMES, INC. 904 249-0569 Application number 03-00026930 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . _ Flood Zone . . . . . . Approved . . . . . . . Bui ding Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: I ?,� 104 Contractor Name: D02 W Cu5toyy___-N O�\e 5 Permit #: 03-- aLoj 30 Property Address: 3 Legal Description: Q�_ l �� 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-Fam�ilyR�eside� - Commercial - Other: I Lowest Floor Elevation: 3' Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Planning Dept. Building Dept. Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No ` }S!.r1i`J;j=JVD Jam' ss� a s CITY OF ATLANTIC BEACH .: FLOOD PLAIN DEVELOPMENT INFORMATION Location: W , e,4- Type of Development: , Flood Zone: X Required Lowest Floor Elevation: 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: Lt, ,� _ Date: :� --a 3 Cf�o w/�'l�e�-tr Ctc.I�.,.�. ¢Jo.y,�.ls�•�, Department Use: Required lowest floor elevation: J As built lowest floor elevation: ` Survey filed with Building Department: Building Dep'afGent Represe tative Revised 1117/03 JO CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026930 Date 11/20/03 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . NEW SFR 2022RAD, 3247SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 288000 Owner Contractor -------------------- ---- -- ------ ---- --- - -------- ROGERS, DAVID & SUZI DON MEUSE CUSTOM HOMES, INC. 380 10TH STREET 337 11TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-8766 (904) 249-0569 ------------- -- - - ----- -- -- ---- -------- -- - --- ----- -- ----- - - - - - - - - ------------ Permit . . . . . . PLUMBING PERMIT Additional desc 22 FIXTURES Sub Contractor NELSON PLUMBING CO. , INC . Permit Fee . . . . 189 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- -- -------- ---------- --- ------- ----- ----- Permit Fee Total 189 . 00 189 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 189 . 00 189 . 00 . 0041' . 00 i . 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. lt'Q� a 1. C eink BUILDING OFFICIAL 1 � �_\ir IrJv� ► O ll �� CITY OF ATLANTIC BEACH (� J PLUMBING PERMIT APPLICATION A 9a Date: 3 Job Address: 3 O S->--1r 9- .:- Owner of Property: I`o o, r s Telephone: Plumbing Contractor:13 SO� 17 r-L (I o , T„c Contractor's Address: I o Acts o I `�; ,•, Srl�u.��,�r:..,. 1'�. 3 �.0 4S Telephone: 913 ti - a L - 14 $g It Fax: 9 0 4 - 9.)-3 - $73 1 State License Number: (_ t L a. 03 7 � How many of the following fixtures (re-piped or new): Sinks Showers Water s Lavatory Water Heaters Hose Bib Bathtubs Dishwashers / Sewer Urinals Disposals Other 3 Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: :1 '), x $7.00 + $35.00 = S 5 • D (Minimum Permit Fee: $35.00) Signature of Contractor: Jim Installation of plumbing and fures must be in accordance with the most recent edition of the Southern Standard Plumbing C de. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ei.atiantic-beach.ft.us Revised 1/14/03 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027712 Date 2/19/04 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . RETAINING WALL Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Owner Contractor -------------------- ---- -- -- ------- - ------------ ROGERS, DAVID & SUZI DON MEUSE CUSTOM HOMES, INC. 380 10TH STREET 337 11TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-8766 (904) 249-0569 --------------------------------- ------ -- - --- - --- ------- - - -- -- -------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited' Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SP)CEND 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. BUILDIN4TOFFICIAL y ``" Cc- CITY OF ATLANTIC BEACH D. Ford _ � BUILDING / ZONING DEPARTMENT L. Hioerr s J 800 Seminole Road j � Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS FEB 13 200 Permit Application # C)4 - Z,7-7 IZ Property Address: Sao f OTH Applicant: Project: (.v X (P 1 ALL R n^D 14L 121 MAt0 Q This p�rmit application has been: V( Approved E--1 Reviewed and the following items need attention: Please re-submit yo, a lication when these items have been completed. Reviewed By: Date: � RECEIVED CITY OF ATLANTIC BEACH BUILDING G & 7_Oti NG sf T � CITY OF ATLANTIC BEACH FEB 13 2004 FENCE PERMIT APPLICATION Date: 1 /} ''U Job Address: 3 Owner's Name: 4- St, lJ Address: �.0c � Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: 12 o f -W-°-- ' 1 IN 9 C-- — Address: Phone: City: State: Zip: Fax: Type of fence and materials to be used: t X-e-c C—,j e4N ! �„ Valuation of fence: Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. 0 Interior Lot ❑ Corner Lot ❑Dumpster or storage tank enclosure Tree Protection: ®'N0. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 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.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided w' is application is correct. Signature of Owner: Date: Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: p C .J M,� K J i1 ��{ZL 1 e Mailing Address:.�L� 0�,U �kao h,,J, 11-, t k i s w C Z vY L� Phone: Fax: 96`(— d'I y y 0,( ( E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 OWNER'S AUTHORIZATION FOR AGENT TD7 cA- is hereby authorized to act onbehalfof ��,,E•�--d— ���z.,,:�� �,z, the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance ❑ Appeal ❑ Use-by-Exception Fence or Pool Permit ❑ Rezoning ❑ Sign Permit ❑ Plat or Replat ❑ Other BY: a '��ature,ofowner s Print Name Signature of Owner Print Name Telephone Number State of Florida County of Duval Signed and swom before me on this /3 day of,2002. By vZ, 4 S Identification verified: Oath sworn: _ Yes No IAN S.CHERRY i NoSignature :,. MY COMMISSION#DD 189524 EXPIRES:March 5,2007 '' • ec gp ded Thru Notary Public ur derwMers My Commission expires: Z ,. J Q h � l.� City of Atlantic ®e h L Planni,g and Zoning !)efaikft, tZil This approval verifies compliar.-e vvlM applicable zoning, subdivision and other local land development regulations, but d 1W constitute approval for the issuance of per -s. Compliance 4 with Florida Building Code and ttW applicable local, State and Federal perry r"uiren.ents ) must be verified by signature r t ..,e 001 of Atlantic Beach Building Ofr 9cjai prior tc she 110ftwe of a _ Building Permit. Approved B' -04O Communi* F', I rte 3• !� Date:. f?� c.► R E C E 1 ","-- 1 CITY Or ATLA"I- = :;H C FEB 13 2004 BY: --- J J 1 1 � \ l U a i J T _ Li �9 CI`<, _BCH 0.� Z FEB 13 2004 s PY. s I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 .J;c3 `� Application Number . . . . . 03 -00026930 Date 1/02/04 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . NEW SFR 2022RAD, 3247SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 288000 Owner Contractor -------- --- ---------- --- -- - - - - - - -- - - ------ - - - - - - ROGERS, DAVID & SUZI DON MEUSE CUSTOM HOMES, INC. 380 10TH STREET 337 11TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-8766 (904) 249-0569 ------------------------------------- --- -- ----------- - --------- ----- - ------- Permit ELECTRICAL PERMIT Additional desc 200AMP, 1PH, 3W, 240V, 311PVC Sub Contractor BILL THOMPSON ELECTRIC CO, INC Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/01/04 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- -------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 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. BUILD O FICIAL '� 7S:%1yjl t - tt1 J CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION �Olt TO THE CHIEF ELECTRICAL INSPECTOR. DATE: d 20 69�1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC /BEACH ORDINANCES. ELECTRICAL CONTRACTOR: /�/ / fl Gyy/>t O`l le e-c4-i G MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: coils JOB ADDRESS: SO RES; APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW q OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: N W INCREASE( ) REPAIR( ) CONDUCTOR SIZE AMPS: Z.VO COPPER( ) ALUM. ) FEES 11 2qb/ 3 ' l/ SWITCH OR BREAKER Z�AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT O � . 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS ..e es'lyii — O UNDER WON OVER 600V TRANSFORMERS: NO. � KVA NO. � KVA NO.NEON TRANSF. NO VA MA I MOTOR SIZE I SWITCH I FLASHERS EACH SIGN 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us RPvigP,i 01/17ml �L�jrl CITY OF ATLANTIC BEACH .Ise j 800 SEMINOLE ROAD �} g ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027535 Date 1/15/04 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . FIREPLACE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- ------- ---------- - - --- - ---- -------------- MEUSE FIRST CHOICE SUPPLY INC. 1116 EDGEWOOD AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32254 (904) 781-0081 -------------------------------------- ---- ----- ----- -------------- -------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 ' Grand Total 65 . 00 65 . 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. ICY BFIc AL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION CUM Date: Property Address: 80 Owner: MOL1 Se' Telephone #: Contractor: 5Telephone#: Contractor Address: M ko 1J, ��4c�,ap�/I t��� Fax#: 1Q�1�o7� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building pdtmit number: ❑ Electric ❑ Gas: LP _Natural _Central Utility 2(0 3 O ❑ Oil Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor � Residential ❑ Air Conditioning: —Room _Central ElDuct System: Material Thickness ❑ Commercial Maximum capacity cfm El Refrigeration V`- New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ElReplacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) wl- New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas PipingL3Other-Specify Ig'Other-Specify �c�R e JlA C-e, LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 1 3 � V" � >_ TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 04-00027557 Date 1/21/04 Application Number 10 10TH ST Property Address • • • • . . INSTALL 4 FIXTURES Tenant nbr, name • • • • . ING ONLY Application description • • . TO PLUMBMB UPDATED Property Zoning . . . . • . • 0 Application valuation Contractor Owner _ ---- ------- FERGUSON, DALE BALDWIN QUALITY PLUMBING IN WILLIAM G BALDWIN ATLANTIC BEACH FL 32233 P.O. BOX 5177 FL 32247 JACKSONVILLE (904) 631-4753 (904) 743-0110 -------- -----Permit . . . . . . PLUMBING PERMIT Additional desc • • Plan Check Fee . 00 Permit Fee . . . . 63 . 00 0 Valuation Issue Date Fee summary Charged Paid Credited ________ ---------- . 00 63 . 00 63 . 00 .00 Permit Fee Total 00 00 . 00 Plan Check Total 00 63 . 00 . 00 . 00 Grand Total 63 .00 LIC SPACE,AND MUST BE BUILDING MATERIAL, AWAY BY EITHER CONTRACTOR OR OWNER. FAILURE TO COMPLY THIS WORK MUST NOT BE PLACED IWITHBTHE CONSTRUCT ON LIEN LAW CAN UP AND HA BUILDINGCE FOR IMPROVEMENTS" IAPPROVED PLAN RESULTHEE PROPERTY FOR OFAPPLICCABLE PROVISIONS OF LAW. WHICH ARE THIS PERMIT AND SUBJECT T i nim nwn nPFIriAi. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 Job Location: Owner of Property: � �.� ��p,��a� Telephone: 63 L y 7-53 Plumbing Contractor: Contractor Address: 9 -) k -�4 ` State License Number: Telephone: �z-1 3 L c I How many of the following fixtures: ❑ New or [f"'�Re-Piped J SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS _CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee:: $35.00/ l Total Fixtures: "'I X $7.00 + $35.00 Signature of Owner: Signature of Contractor: L _ 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 A - 01 � R PJ a Book 11406 Page 1720 ,:,OtIE#�- - p5 N E NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF/COMMENCEMENT. Legal description of property being improved: �c �3 '� ��t�,( f�- -!1<. ��:6� - ; _,,, �— ,r✓ �l � Address of property being improved: l ) y D o Pc L General description of improvements: Cc, Co. Owner: L c -k� o e,- Address: rAddress: 13 S" ✓i N d figs Q�- . �'�,�. /rC. 3 2 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: ( 7f Address: 3Xo Phone No:' y Y y'1 J' O l 2 S - Fax o: !� 01/ -- E/ Y - k 0 l Surety(if any): Address: Amount of Bond $ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY WN>:R �1 Signed: d U Date: / Before a this 19 wti do of ' the 06unty of Duval, State f Florida,has personally appeared�-7� Ioc2i00 33006 00 : 14 Notary Public at L ge, State of Florida,County of Duval. Page: 1720 My commission expires: Filed 8 Recorded Personally Known: or 10/07/2003 02:08:31 PM JIM FULLER i/Isroduced Identification: 1'L CLERK CIRCUIT COURT DUVAL COUNTY "W" IAN S.CHERRY RECORDING S 5.00 = ' f TRUST FUND t 1.00 int r MY COMMISSION II DD 189524 ~ I: l EXPIRES:March 5,20(17 COPY FEE ! 1.00 '�Rf d;- gordedThtuNdaryPublicUrderwrMers CERTIFY $ 1.00 C> pyxk City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233-544 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: David and Suzi Rogers 3359 Pintail Drive, North Jacksonville Beach, Florida 32250 FILE NUMBER: ZVAR 2003-07 DATE OF HEARING: May 20, 2003 ORDER APPROVING VARIANCE The above referenced Applicant requested a Variance from Section 24-104 (e) (2) and (3) to reduce the required twenty (20) foot rear yard to ten (10) feet to allow for the construction of a detached garage and to reduce the required side yard from seven and one-half (7.5) feet on each side to a combined fifteen (15) feet with not less than five (5) feet on either side, for property within the RS-1 Zoning District and located as 380 10th Street. On May 20, 2003, said request was considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application, supporting documents and an amendment to the application as offered by the Applicant, the Community Development Board found that the amended request complies with Section 24-49 and Section 24-64 the City of Atlantic Beach Zoning and Subdivision Regulations, finding as follows: (1) Special conditions and circumstances exist which are peculiar to the Land, Structure or Building involved and which are not applicable to other Lands, Structures or Buildings in the same Zoning District; (2) The special conditions and circumstances do not result from the actions of the Applicant; Page two Order ZVAR-2003-07 May 21,2003 (3) The Variance granted is the minimum Variance that will make possible the reasonable Use of the Land, Building or Structure; (4) The granting of the Variance will be in harmony with the general intent and purpose of this Chapter and the Variance will not be injurious to the area involved or detrimental to the public welfare. NOW THEREFORE, based on said findings, the Community Development Board hereby APPROVES this amended request for a Variance from Section 24-104 (e) (3) to reduce the required seven and one-half (7.5) foot side yard to a combined fifteen (15) feet, with not less than five (5) feet on either side, subject to the following conditions: • This Variance to allow the proposed construction shall be granted to this Applicant only, and in the case that construction does not commence within 365 days, the Variance shall be null and void. DATED THIS 'S&� DAY OF � �, •... . , 2003. Don Wolfson, Chairman Community Development Board I The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. Communiff Development Director Duval County Property Appraiser- Parcel Summary Page 1 of 2 Parcel Summary- Current Ownership and Sale Information - Updated Weekly RE No.: 170055 0000 Owner's Name: ROGERS , DAVID P Property Address: 10TH ST Unit No. ATLANTIC BEACH 32233 Mailing Address: 248 13TH ST ATLANTIC BEACH , FL 32233 I lProperty Use: 0000 VACANT RES Le al description: 5-69 16-2S-29E .150 ATLANTIC BEACH LOT 37 BLK 12 Neighborhood: 941602 ATLANTIC BEACH Sec-Twn-Range: 16-2S-29E OR BK& Page: 10860-0027 Map Panel: 184 Sale Date: 1/10/2003 No. Buildings: IL Sale Price: $225,000.00 Heated Area: 0 Exterior Wall: Parcel Summary- Values & Taxes from the 2002 Certified Tax Roll Land Value: $98,000.00 Class Value: $0.00 Improvements: $0.00 Taxing Authority:JJUSD3 Market Value: $98,000.00 County Tax: JF$673.68 Assessed Value: $98,000.00 1School Tax: 11$819.18 Exempt Value: $0.00 District Tax: 11$310.87 Taxable Value: $98,000.00 IF$49.05 Sr. Exempt: $0.00 1Voted Tax: I$56.86 Sr. Taxable: $0.00 Total Tax: $1,909.64 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map-It maps & data are not updated as frequently as the Tax Roll data and nay not reflect matching information. Please direct inquiries regarding the maps & data to Map-It Feedback (below). Map-_It-Feed back ........ Payment Feedback Home PRC New Map-1T Taxes Appraisal Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=170055+0000 6/4/2003 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026930 Date 10/07/03 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . NEW SFR 2022RAD, 3247SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 288000 Owner Contractor ------------------------ ROGERS, DAVID & SUZI DON MEUSE CUSTOM HOMES, INC. 380 10TH STREET 337 11TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-8766 (904) 249-0569 -------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc 529 .50 1059 . 00 Plan Check Fee . Valuation . . . . 288000 -------------------------------------- . . CITY RADON SURCHARGE . 50 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 14 . 61 AB CONSTRUCTION SURCHARGE 1 . 62 STATE RADON SURCHARGE 9 . 60 SEWER IMPACT FEES 1250 . 00 SEWER TAP FEES 1200 . 00 WATER IMPACT FEE 580 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 arged Paid Credited Due -------- ---------- ---------- ---- CiaH City of_ icl f_AtlaaticSam* 1059 . 00 1059 . 00 . 00 nW 529 . 50 529 . 50 . 00 . 00 upon mmm Ti 0C *sort 1 . 00 Met I8/ 91 Aoiceipt not 1131 3941 . 33 3 941 .3 3 . 00 . 00 5529 . 83 5529. 83 . 00 Description Quatity Avant 2W Biqa BP BUILDII6 PERMITS 1.0 $599.83 Tender detail CK OECKS 1583 f55P9.83 Total tendered IM.83 Total paynent :5629.83 OM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED OR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN Trans dates 19/17M Tine: 13:46:44 /ICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS I'TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 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: o Date: Y11 9 103 I hereby certify that I have read and examined this application and know thesam o 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: ate:� ii S—�3 Address and contact information of person to receive all correspondence regarding"&�sa;pp­lkation (please print). Name: DUN ,�6 Mailing Address: 3�? o (9� (v a 1'r D -e��l�y�/J Telephone: J"y -jJ-f,--U1'7 S Fax:�l1 y—�l r �O�'` E-Mail: AS TO OWNER: Sworn to and subscribed before me this �Fh day of P_� -_- -�-r-- ,20 • State of Florida,County of Duval a. Notary's Signature: Z<, : CL1111 1�i+'%y•., IAN S.CHERRY ' ❑ Personally known MY COMMISSION#DD 189524 EXPIRES:March 5,2007 Produced identification fif Bar W Ttw Notary Pude Unrderwriters - Type of identification produced Fe- 7�4_ Lt c-- AS TO CONTRACTOR: Sworn to and subscribed before me this �q ` day of o ,20 0'5- State 7`5State of Florida,County of Duval Notary's Signature:IL IAN S.CHERRY i MY COMMISSION#DD 189524 ❑ Personally known ; 'zi EXPIRES:March 5,2007 Produced identification BptW1 wNaleryPWIcUnderwrbrs Type of identification produced Ft- Ls� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 J CITY OF ATLANTIC BEACH f'v 31 BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCIAL) Date: Ile Job Address: Owner's Name: v Address: Phone: -0 L/- 2� 7- ,,E 2 6 6 ' Legal Description: Block Number: i 2 Lot Number: 3 e Zoning Districts,,,d1", ,/VL Contractor:Zj,�,,,� (vl,`J L�f� �.��� �,�..��r-c. State License Number: 06o/ -ykP Address: 7 o D 5 i. -1 k v Lu J, Phone: u `l 9-;- -<//7J— city: f l 6-1 i J- /,j State: 0�b Zip:,)�y0"0 Fax: 110 Describe proposed use and work to be done: �. J, �.� _ Present use of land or building(s): 41, o L Valuation of proposed construction: 2 °-v Is approval of Homeowner's Association or other private entity required?9J If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. K�] YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. rc'fNO. Applicant certifies that no trees will be removed for this project. YES. 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. 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 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 �t CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT L Higgins j Doer 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C3 - Z&c 3 0 Property Address: 3SC C Applicant: _lam r\ a l e LtA N C)-i.s 7r.L4 40 M c Project: This per it application has been: Approved Reviewed and the following items need attention: Please re-submit your plication whenese items have been completed. Reviewed By: Date: MAP SHOWING TOPOGRAHIC SURVEY OF L OT 37 ,BLOCK 12 SUBD/V/S/ON"A"A TLANT/C BEACH AS RECORDED/N PLA T BOOK 5 ,PAGE 69 OF THE CURRENTPUBLIC RECORDS OF DUVAL COUNTY, FLORIDA EDGE OF ASPHAL T 107H STREET (40' R - - - - - - x9.5 - - -x9.5 - - - - -x-9.4- - - - - - - - - SANITARY SEWER MANHOLE BENCHMARK ELEVA ADN 9.94' x 9.7 x 9.8 9.7 EDGE OF ASPHAL T- FND $11P (NO-ID) X 10.7 200' 50.00' so FND j%P Lu �0 os (NO-ID) 0 9 a x 11.8 W x 13.2 x 12.5 x 11.0< 10.6 13.5 x 12.4 1-STORY FRAMED ,f J86 x 11'4 10'0 VANCANT LANDS 1-STORY MASONRY RES / J76 0.2' 0.2' O x I O O I x x 12.3 9.9 x 0.1, x - 13.4LOT 35 LOT J9 x 0.1' 13.6 x 12.6 x x 1L x OG� I �< 10.9 12 0\- x x 12.3x OG� NOTE: ELEVATONS SHOWN REFER TO N .V.D. OF I I v� 1929. I x 9000' f7vo (44 ) 0.2' x 13.5 x 13.5 x 11.6 q°6(j x 1.1' LOT 40 0.4' I 0.4' 12 50.�0' 10.3 0.6 IND lP LOT J6 LOT J8 (NO-ID) M4R R _sAlvXs /HEREBY CER77FY TO DAVID P ROGERS 7HAT THIS SURVEYMEETS THE MINIMUM TECHNICAL STANDARDS AS SET SUR YB RS,INC FORIHBY THEFLOR/DA BOARD OFPROFESSIONAL LAND SURVEYORS, PURSUANT RO SEC77ON472.017FLOR/DA STATUIESAND CH4P7FR 6fG17-6 2866MANGROVEAVENUE✓ACKSONV/LLE, FL 32246 AOR/DAADM/N/ST77AT/VECODE. TEL (904) 641-2520 FAX(904) 641-2060 NOTES 1 THIS IS A TOGOCRAPHIC SURVEY. 2 ELEVA AGNS SHOWN HEREON ARE BASED ON THE N.G.Vo OF 1929. J FLOOD 70NE X AS BEST ASCERTAINED FROM FLOOD PANEL NO FLORIDAREG/S7EREDSURVEYORS 120077-0001 DATED 4-15-1992 AfARV/N R.BANKS. NO. 4470 4 THERE MA Y BE ADDI77ONAL RESTRIC77ONS THA T APPL Y BUT ARE NOT DARYL S. BANKS NO. 6063 SHOWN ON 774IS SURVEY BUT MA Y BE FOUND /N THE PUBL/ RECORDS OR FACIL/AES OF THIS COUNTY. 5 THIS SURVEY DOES NOT DE7ERM/NE OWNERSHIP DA TE8-ff-21703 6 BUSINESS LICENSE NUMBER 6470 7 NO UNDERGROUND U RL I AES L OCA 77-0. SCALE f'-20' 8 NO UTIL/TIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 9 THIS SURVEY/S IN7ENDED FOR THE PAR77ES CERAFIED HEREON. THIS JOB NO 10718 . DRAWING MAY NOT BE USED /N ANY OTHER 7RANSA CTION OR DUPLICATED WITHOUT 771£ CONSENT OF THE UNDERSIGNED. THIS SUR VEYNOT VALID UNLESS THIS PRINT IS EMBOSSED W1TH THE SEAL OF MEAB0VE SIGNED AS RECORDED IlV PLAT BOOK 5 ,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA EDGE OF ASPHALT 10 TH S TREE (40' RIW) - - - - - - x9.5 q- - -x9, - - �- - X9,4- - - - - - - - - SANITARY SEWER MANHOLE BENCHMARK ELEVATION 9.94' x 9.7 x 9.8 " 9.7 EDGE OF ASPHALT FND J'lP (NO—lD) X 10,7 o ' FVD OO' 9 SO O�0 . o e 0 0. NO—ID) 9 O 200' ( c x N, x 3,3° 12.5 PERVIOUS x 11,6 10,6 PA VERS GARAGE 1( 13,5 PORCH x 12.4 x 1.4)' 10.0 1—STORY FRAMED j 386 PROMSE,02STORT ,ffotxE SLAB ELEV. 13.75' 1—STORY MASONRY RES. /j .376 A VERAGE GRADE f207' 0 2' 0.2 MAX HT PER CODE 47.04' Q x PROPOSED HT 41.09' O (highest roof peak) X >x 12.3 x I x 9,9 x 0.1' x — 13ALOr J5 LOT 39 0.1' x x lk 6 13.6 x 12, x x �2 I PORCH 10,9 �2 oo� x < 12. oo� x I NO TE: ELEVA TIONS SHOWN REFER TO N.G.V.D. OF x EXISTING DRAINAGE x 1929. I 9p. moo.. F4D ) 11P x ( 6 9 0.2' x 13,5 x 13,5 0 0 x I` x 11, 6 0.4' 50.00'2 — — 0.6' LOT 40 0.4 OGr 10 3 FD 1P LOT 36 Z\ LOT 3B (N ) MAR R.BANGS, I HEREBY CERTIFY TO:DAVID P.ROGERS THAT THIS SURVEYMEETS THEMINIMUM TECHNICAL STANDARDSAS SET SUR YE 1?.S;INC FOR7HBYTHEFLORIDA BOARD OFPROFESSIONAL LAND SURVEYORS, PURSUANT TO SECRON472.027FLORIDA STATUTESAND CHAPTER 6fGf7-6 2866 MANGRO VEA VENUE✓ACKSONV/LLE, FL 32246 FLORIDA ADMINISTRATIVE CODE. TEL (904) 641-2520 FAX(904) 641-2060 NOTES I THIS IS A TOGOGRAPHIC SURVEY. 2 ELEVA TIONS SHOWN HEREON ARE BASED ON THE N.G.V.D. OF 1929. FLORIDA REGISTERED SURVEYORS 3 FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO MARVIN R.BANKS. NO 4470 120077-0001 DA TED 4-15-1992 DARYL S. BANKS NO. 6063 4 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACIL177ES OF THIS COUNTY. DATER-1f-2003 5 THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6 BUSINESS LICENSE NUMBER 6470 SCALE 1'=20' 7 NO UNDERGROUND UTILITIES LOCATED. B NO U77LITIES LOCATED EXCEPT A5 MAY BE SHOWN HEREON. JOB NO f07f8 9 THIS SURVEY IS INTENDED FOR THE PARTIES CER77FIED HEREON. THIS DRAWING MA Y NOT BE USED IN ANY OTHER TRANSACTION OR DUPLICATED WITHOUT THE CONSENT OF THE UNDERSIGNED. THIS SUR VEYNOT VALID UNLESS THIS PRINTIS EMBOSSED WITH THE SEAL OF THEABOVE SIGNED 1/4" = V-0" p1"'^'a`'J I M ; I L L I A M 07/21/2003 212D PORT ROAD ATUNTIC BFACH, FLORIDA 904 249 0072 THE DAVID do SUZI ROGERS RESIDENCE 1cl CITY OF ATLANTIC BEACH 1s1 800 SEMINOLE ROAD J in ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027041 Date 10/08/03 Property Address . . . . . . 380 10TH ST Tenant nbr, name . . . . . . TEMP6CONDUCT, 50AMP, 1PH, 3W Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------------- - -- ----- --- --------------------- ROGERS, DAVID & SUZI BILL THOMPSON ELECTRIC CO, INC 380 10TH STREET P .O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-8766 (904) 249-5601 ------------------------------------------- ------------ — --- — — — — ------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------------------------- -------- ------ - ------- -- ------------------ --------- Special Notes and Comments TEMP POLE 16 ' OVERHEAD Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 /� r s, CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �/DESCRIBED 20 D IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK A IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: Com`! /�/���v� '4- MASTER LMASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: r J JOB ADDRESS: RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) 6iii)IGNS( ) SQ.FT. SERVICE: NEW INCREASE( ) REPAIR CONDUCTOR SIZE AMPS: COPPER( ) ALUM. ) FEES SWITCHORBREAKER �� AMPS PH W V LT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS 1BEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. KVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atRlantic-beach.fl.us