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Permit 1918 Jordan Street 0j CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 f CM 19 f' Application Number . . . . . 03-00025942 Date 4/25/03 Property Address . . . . . . 1918 JORDAN ST Tenant nbr, name . . . . . . 31 -41FENCE OPEN VIEW SLOT Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ MCPHERSON, TIFFANY OWNER 1918 JORDAN ST. ATLANTIC BEACH FL 32233 (904) 249-0564 ---------------------------------------------------------------------------- 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 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. t , BUILDING OFFICIAL � � . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 W r` TELEPHONE: (904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # Applicant: ! �.n�, !Yl C t�G1 r r�pr) Address: i q/,? Project: �Fr-�� 6- our application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed 117 Signed G -- Date Z -v Contractor Notified Date ' S? CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION r 'IT Date: d ayu i. Job Address: Owner's Name: 7 r° Address: 1.C, �� t f y��>, c ;� Phone: �( (:i\ Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: - Address: X11 ^y ( , r�� Phone: City: State: Zip: Fax: Type of fence and materials to be used:s , , 1 L -y �- f' .�C F (1 Valuation of fence: Is approval of Homeowner's Association or.other private entity required? If yes,please submit with this application. ❑ Interior Lot Corner Lot Dumpster or storage tank enclosure ree Protection: 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. 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 with this application is correct. Signature of Owner 4 C , Date: q/ Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: Mailing Address: Phone: Fax: 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 JOB ADDAM l TYPE WORK PROPERTY 0 °aC � 1 & .tea-TtM PHONE )-O c. IVA4Tro,) PERt'�lIT NU11�BBFER -2 OLl�� �0 3l DAVE 6--D:3 c� INSPEC77ONS.• FOOT12VG SLAB %/- 2 c;L4-c.,-Cri, T w BEAM LLVM NAH.LVG/SHF.4�7�9�G FRAAdMVG/COVER UP MULA17ON 3 '1570 FINAL BUL DLIG CERTIF7CA.TE OF Oc CY F-LEcn IcAL PER&mv rT IIISPECTIONS ;oVvu- L AffMANICAL PERMM INSPEC77ONS ROUGH FLVAL PRIG PERAMI 0? U BvsPECTIONs ROUG�xD SLAB ✓��r� TaPOUT � WATF.dvS )" o - F1?VAL NOTM-7Z �� � ib: (a-A799)—LOT T1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 'DP CHORD 2x4 SP #i Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, NOT CHORD 2x4 SP #2 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. N LIEU OF RIGID SHEATHING; OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00' OC. 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' 1i' 7' W4XB W 4 T 12 T s p m m I•~ W2X10(85R) W2XS0(85R) Wf.5X4 W3X7 HS2512 Wf.5X4 25' �--2' 25' 2' - -� 7' if' 7' 428# 4280 Rv-19030 U-9304 W-3'8 Rv-1903# U-930# W-3"8 ATE-WAVE TPI95 TPI-95(STD) QTY= 2 PLIES- 1 TOTAL- 2 REV. 18.2c4 SCALE 0.2669 ALPINE ENGINEERED PF=XTS. INC. TRUSSES REQUIRE EXTREME CARE 11 3/98 TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BACING. SEE HIS-Sf BY TPI. SEE THIS DESIGN T ( TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,1ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATEO. TOP °423 B !ABC OL 10•0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATEG ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD � BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--BEE A T AT tot:^ CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UMUTE n/1/91) FOR PROPER ri°CpptO��J TOT.LD. 37.O PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS l "A'�'F��rQ'' OUR.FAC. 1 .25' IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jt` "--TPT .TRIP."PI ATF TNRTTTIRF NSR. ,PPR NATTAWAi IIFCTrJf SPFrTFTr.ATTfW VM NfYtll r,r T=rTTM SPACING See abOvQ TVPF t11D5 01): (8-4799) LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #I Dense : T2 2x4 SP f2 N: 100 MPH WIND, 15.00 FT MEAN MGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. g 7' W4X5(R) 4X 12 5 p .+ v v -17TW2X5(A S) 2X5(Al) --oB'i' W3XA W3X4 W1.5X3 25' 25' Ry 1036f U-5404 W-3"8 Rv-1036+ U-5404 W-3'8 AG T2 SEO = 52410 LATE-WAVE TPI95 TPI-95(STD) QTY- 2 PLIES= i TOTAL- 2 REV. 18.2c4 SCALE =0.2669 R ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAR£ 1 1/ 3/98 TC LL 20.0 PSF AEF t I MPGR T AN T�E jE SHALL NOT BE RESPONSIBLE FDR ANY AANING IN HANDLING. ERECTION A!O[FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-B1 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/07/98 TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE `O� LPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 42319 � BC OL 1O .O PSF DRWG 446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOiD SHALL SE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTA0ED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 6 1SOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE X T A T E OT` CONFORM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER �,:�01o'Toy a TOT.LO. 37.0. PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �N} T Ai0 N• DUR.FAC: 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F1'�l .......+,..+ ... ..r —— b' (8-4799) LOT T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP f2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP f3 WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �--- 3' 11 -W4X5(R) 1 x —11' ^ 5 17 W1.5X3 W1.5X3 c c c=W2X6(AS) W2X6(A1) W3X7 W5X4 (.. 25' I 2' 25' 2' Rv-10360 U-540/ W-3'8 Rv-1036# U-540/ W-3'8 ,ATE-WAVE TPI95 TPI-95(STD QTY- 2 PLIES- 1 TOTAL- 2 REV. 18.2c4 SCALE =0 2669 ALPINE ENGINEERED PROOUCTs, INC. TRUSSES REWIRE EXTREME CARE 1 1/ /98 TC LL 20.0 PSF REF t *IMPORTANT**SHALLNOTBERESPONSI&.EFOR AARNING IN HANDLING. ERECTION APODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-S1 BY TPI. SEE THIS DESIGN T TC OL 7.O -PSF DATE 12/07X98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING-ASTM OUIREMENTS. UNLESS OTHEAHISE INDICATED. TOP ��A223 J� BC OL 10.0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWING5 170. 150 G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE E TAT E NT i CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE P/1/91) FOR PROPER Te 40gS4F o`er TOT.LD. 37.O PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cj e���� DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS OCC72ON CONTRACTOR. E S CD Af T NF� OA IlY +••.�� b'+:^^ •_-TRT . TWMQ M ATG TYCTTTNRG Mfl . .00. YAT LfWAI TIGQTQY epcl'ic ir'•Ti.r.C..,..n.•.,n....r...w:..... (8-4799)- LOT T4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2X4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL ■ 5.0 PSF. WIND BC OL ■ 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. E _ 12'6' 1- _ 12'6" p W4X4 .T 5 W1.5X3 W1.5X3 rn iD m is in v=W2X6(A i) czj gm W2X6(A S) 8 1 W3X7 W3X4 25' �?' 25 2. RY-1036# U-540# W-3"S Rv-1036# U-5400 W-3'B -ATE-WAVE TPI95 TPI-95 STD GTY- 12 PLIES- 1 TOTAL- 12 REV. 18.204 SCALE :052419 0 2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES FIEOUIRE EXTREME CME 11/ 3/98 TC LL 20.0 PSF REF *IMPORTANT**SHALL NOT GE RESPONSIBLE FOR ANY WARNING I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-fat BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0 1ky ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 423 9K`t� BC DL 10 .0 PSF ORWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM cN10R0 BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 0 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE X T A T Of` 3 7.0 PSF 0 3 CONFORM W/APPLICABLE PROVISIONS OF NOS i TPI. AN E/WINEER'S 'ALPINE TECHNICAL LIPOATE (>'/1/O1) FOR PROPER TOT.LO. /A LEN. 25� .� toq to u SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTED,HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ^'j Ayp��� DUR.FAC. 1 .25 IN ONLY. AND SHALL WOT.SE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. CD Af TAI!_ n A A" �••.+•- n n m'+ lob: (8-4799) LOT J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 11'0"6 m io m 5 12 to v W2X4(A 1) vT B'1"2 7'1"8 �- 2' 7' Rv-403# U-250# W-3'8 Rv-70# U-200# NAILED LATE-WAVE TPI95 TPI-95(STD) QTY- 14 PLIES- i TOTAL- 14 REV. 18.2c4 SCALE a0 7320 t IMPORTANT**�LENOTBE RESPONS FDA S. Y ARNING IN�HANSCURINMG.. EIRE REcCREME TIION DAM AM 1 /98TC LL 20.0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �fk, � ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP �"23 i3 � BC DL i0•0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF DOM SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE .A T E O�: TOT.LO. 37.0 PSF 0/A LEN. 7 CONFORM W/APPLICABLE PROVISIONS OF NRS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/61) FOR PROPER L (onto SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNISH A COPY OF THIG �y OuR.FAc. i .25 IN WILY. AND SHALL NWT BE RELIED UPON'TN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Cr t�"'t _ .-. ....... . .... ... .,.-..- SPACTNr, PA n" b: —47 T J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N WB DGlNDLOCA EDWITHIN 4.50 FT FROM ROOF EDGE. 100 MPH MHGTEAN 30T CHORD 2x4 5P #2 N ENCLOSED . OT WEBS 2x4 SP #2 N WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 98.58. [OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PHIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS %T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING [NSTALLATIDN TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. RV-99# NAILED 10'2'6 in in N 12 N 5 G7 W2X4(AS) T e 1"2 511"8 2' 5' Rv-339# U-2300 W-3"8 Rv-44# U-200# NAILED %Q TE-WAVE TPI95 TPI-95(STO) QTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -0.92B ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF IMPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLINs. EPEcTION AHD 11/ 3/98 n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T epi TC OL 7 .0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE 0� ALPINE CONNECTORS ARE MADE OF 20"GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP ��12 94 �� BC DL 10.0 PSF DRW6 0 MAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ODFO SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHLORO IBC LL 0.0 PSF J0M CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPPRLY ATTACHED RIGID CEILING--SEE t'A r E's TOT.LO. 37.0 PSF 0/A LEN. 5 CONFORM W/APPLICABLE PROVISIONS OF MOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'v� NOR SEAL'ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. PUNISH A COPY OF THIS Cr .,�' DUR.FAC. 1 .25 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .__ror. ra+c¢or Arc r"crrm+rc AYYC.-+aai wra+NA+. rccrrrr aocrrcrr•Arr+w arWr axn r+V+erarrr+w SPACING 24.0" TYPE - SOP_C )b; (8-4799 LOT J3 THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ROP CHORD 2x4 SP #2N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI, 30T CHORD 2X4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF. WIND BC OL ■ 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM :N LIEU OF RIGID SHEATHING; REACTION OF 27.62. 'OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 'HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ,T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4'6 12 5p 2X4(AS) T c e'1'2 3'1"8 -� 2, 3' J Rv-2880 U-2200 W-3"8 Rv-17# U-200# NAILED 2 -ATE-WAVE TPI95 TPI-95 (STD) OTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -15240 ALPINE ENGINEERED PRODUCTS. AOR TD INC TRUSSES REOUIHE EXTREME CARE 1 1 3/9 8 TC LL 20. PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN NANOLING, ERECTION ADEVIATION FROM THIS DESIGN OR THESE SPECIFICATIO S, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN j (IpTCOL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .,IF$,ALPINE CONNECTORS ARE MEMENT ADE OF 206A GALV. STEEL MEETING ASTM OUIRS. UMLM OTERMISE INOICATEO. TOP ��423�,91' J� SC OL 10.0 PSF ORWG A446 GR 5 EXCEPT AS NOTED. (APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHOF13 IBC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 B IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STAT 90 T /A CONFORM WPPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 1 TOT.LO. 37.0 PSF O/A LEN. 3 '�it SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'.f„ A"o� i DUR.FAC. 1 .25 IN ONLY. AND SHALL NOTBERELIED UPON IN ANY OTHIER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. V7�xryE_V tom' 'I - -- - ------- --- -- - --- - I_qPArTNr. 9e n" .t )b: (8-4799 LOT J4r THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT fOP CHORD 2x4 SP f2 N . AN UPLIFT REACTION OF -155f OCCURRED ON A 30T CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N 300 NPH WIND, 15.00 FT MEAN MGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. REACTION OF 334.78. IN LIEU OF RIGID SHEATHING; R RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TW2X4(Al) 8'6.6 12 5 v 8'1"2 1'1•B 2' 1' Rv-3700 U-2700 W-3"8 Rv-2U&165f"2001AIUMLED LA - SEG 52436 TE- WAVE TPI95 TPI-95 (STO) QTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -1 .8460 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 1 1/ 3/98 TC LL 20.0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND 09VIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ON ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 \\UvwV►\U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE rk O� ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP aA 4223 Ja BC OL 10 .0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SNAIL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTA04EO RIGID CEILING--SEE 9 T A E OT CONFORM W/ALICABLE PROVISIONS OF MOS i TPI. AN ENGINEER'S ALPINE JECHMICAL UPDATE (7/1/91) FOR PROPER PPTOT.LD. 37.0 PSF 0/A LEN. 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI9 �G+f,� .■. - DUR.FAC. 1 •25 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "/ SPACING 24.0" TYPE spec �; -4799 LOT JS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2_N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** 30T CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, OPEN SLOG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. _OAD CONTINUOUS LOADS LOAD CONC. LOADS ;ASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54.0 54,0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15. 0 8 20.0 20.0 2.8 12.7 0 T 55 6.3 1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING; 1 T -101.1 -101.1 0.0 2.6 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.00" OC. I T -89.2 -89.2 2.8 2.9 0 8 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -89.2 =89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRRVE9��o NAILED 1'5'7---1 2'9'15 55 - 2'9"15 197 2'9.8- 9'10"13 9'10"13 '-� 1 0"c W3X4 W3X3 12 -fO 3.54 1° m m W2X4(AS) 'vTrl '1"2 1 W1.5X3 5 3 10'2'5 - --� �---2'9'15 9'10"13 1'5'7 2'9'15 2'9'15 2'9'8 -39# 35J 88 Rv-370# U-2000 W-4'15 Rv-350# U-2000 NAILED ATE-WAVE TPI95 TPI-95 STD OTY- 4 PLIES- i TOTAL- 4 REV. 18.2c4 SCA E -055915 ALPINE ENGINEERED PROOUC7&* INC. TRUSSES REQUIRE EXTREME CARE 1 1 3/98 TC LL 20 .0 PSF REF t I MPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI"I BY TPI. SEE THIS DESIGN T TC DL 7.O PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE NE NEALPICONCTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTMERHISE INDICATED, TOP °12 8 �` BC OL 10 •O PSF ORWG BA446 GR EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOIR BM CHOC LL 0•O PSF JDM CONNECTORS PER DRAWINGS 130. 150 0 I60A-F. DESIGN STANDARDS WITH PROPENLY ATTACHEDTOT.LD. 37.ED RIGID CEILING--SEE •T•i[orCONFOW/APPLICABLE PFIDVI51ONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/411 FOR PROPER COQPSF 0/A LEN. 91013 SEAL ON THIS ORM RAWIN6 APPLIES TD THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS f * [o�"*r•a DtJR.FAC. 1 .25 IN ONLY, AND SHALL W07 BE RELIED UPON IN ANY OTHER WAY. i DESIGN TO THE.TRUSS ERECTION CONTM.T.. - N-.TPT .TPHRR PHATF TYaTTTflTC _- _6 „J...-..-.._-_- _-_ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20264 Address: 1918 JORDAN STREET Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work• NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Square Feet• Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/23/2000 Name: BEACHES HABITAT Total Fees• Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: 904)241-1222 Work Desc: FOUNDATION PERMIT FOR LOT 5, FRANCIS COVE FOR NEW HOME PROPERTY OWNER TREE BARRICADES I FOOTING SLAB I NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,(� ,, C c 2K ATLANTIC B BUILD-ING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 .,. Permit Number• 20265 mmmAddress: 1918 JORDAN STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Loti5 Block: Section: Square Feet• Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/23/2000 rAAddre7ss: P. HES HABITAT Total Fees: BOX 50939 Amount Paid: SONVILLE BEACH, FL 32240 Date Paid: Phone: (904)241-1222 Work Desc: TREE REMOVAL FOR LOT 5 FRANCIS COVE PROPERTY OWNER NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. *•._ ( J=� AT NTIC BEAC14 BUIL ING DEPT. l L? ( Y .So(W Lot s— CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7) copies and received by 5 PM on Friday ten(10) days prior to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE I -}-F 2. -� ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE cRa L ,1" 43,Ka 4 r�d til 1 p' (�j Af a K �`j, 3. REASON FOR PROPOSED TREE REMOVAL: / ... / 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES �E NO ❑ NOT SURE 5. PROPERTY ZONING: 7 RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** // �f fr yA-) i n " -- " u- *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". fj Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. 0 . zs e Applicant's Signature CAU,;L/3vRJZh;1 F Date Owner's Signature, l Date CITY USE ONLY: Tree Conservation Board Chairperson Date ovvK. 8 , PAGE 4 NM 0 20' ALLEY BY PLAT BOOK 19, PAGE 16 IS THE _ HEREIr LU IN AU S00'48'Ob"E 214.78' OF THI 24.86 PCSP 84.48 PCSP �,21.12 BE ADi V� ON TNI a RECORI m PC w PT a LOT 6 t LO T 5 Pa Y ( V w _ � Z � N o Q to v Na t ' d CD mLL ui a m Q z N00'00'46"W 99:41' N00'00 46"W 99.42' ' F4 Y = Y 49.70' 49.71' 49.71' 49.71' r O � O rn N 0 o 0 z a) c� 1 6.00'- -10.00' .00'-+-"-10.00' J a a N a. o 0) !e } 00mui co m Yo } LOT 1 n °� O T 2 LOT 3 L 0 T 4 ;i l,1 m w p d o O w J -1 O O = J a J w :d p d O d O ^# Q a Q rn O p� 0 p) O OD .- Op QO d Q] cn �F)0 00 d r- Q> 2 o � ti Z 0 w Z it PT PC o: 0 24.94' PCSP 34.88' 49.71 49.71' 1 34.63' PCSP 921.0 N00'00 48 214.98' FR FRANCIS AVENUE NAIL & DISK - __.__ -_. _ _ _ ?DEN & ASSOC S00'00'46"E 301.02' 18^ (30' RIGHT-OF-WAY 6Y' PLAT BOOK 19, PAGE 16) DRAWNG FILE NO. R-191 mo SHOMG SUMS A PART OF LOT 2, DONNER'S SUBDIVISION AS RECORDED IN PLAT BOOK o, . AND A PART OF LOT 1, BLOCK 2, DONNER'S REPLAT AS RECORDED IN PLAT BOOK 19, ALL IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CITY OF ATLANTIC BEACH (ALSO KNOWN AS LOT 5, FRANCIS COVE UNIT NO. 2, VERECORDan) L 0 T 2 L 0 T 6 41"47"E 56.10' "K 0 1!p A 9"K 761 P1 e"" 1 K� ~ U A B L O C K 2 s'K K U N8RE PLA TB00K1 9 , PAGE 1 6 CD s" (} f {�y� L D T 2 x D Y N N E R ' S S U B D ' y I S 1 0 N K -, PLAT BOOK 8 , PAGE 4 t ry L 0 T 5 D m t L 0 T 4 rn P4, )Pcsp A� RAS rt„ 'R" ir41"47'Z 42.iV PT 42 A N J1 too > 00 z !o o C7 DESIGNER: 12 HOL.N.�.ES LUMBER -JO s # 9-2216 DATE: 12_29-98 CUSTOMER: HABITAT @ BEACHES CHK. B :' �� TRUSS CO. PROJECT'# REV.: BER LOT "B" THE HABITAT LJS 9-7-99 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 PHONE (904) 772-6100 FAX (904) 772-1973 r a > BEACHES HABITAT HVAC LOAD ANALYSIS for rj R was 1 r c F die 'ea t urea: s 6. gat and Z�'-Dnincs W-i yy3ti(eeS V if i'C bp,Dov.7 RujU AUL MV C HVAC Loos Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 3-5-99 y a� Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904)249-8251 Fax: Fax: (904) 249-8949 Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 P.19yom way" Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 'MR M120" SM 10 ISM Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons(based on sensible+ latent) 1.826 Tons (based on 77% sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 1 OD Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,326 2,898 16,869 19,767 Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Um B a e r a3 £ �' w� A"I NO VOW Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible+ latent) 1.826 Tons (based on 77% sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 557 L ` Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,326 2,898 16,869 19,767 Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 �� ash r,�`�� * ��:. �y�t a ' � ��:t.�� ^'e€ �cF ��v's P,' "? u'm; £ °✓�._ s�� �, ���F �.�$^.� �; Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible+ latent) 1.826 Tons (based on 77% sensible capacity) i Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 176 5,505 72 0-0 0 3,594 884 164 1.00 164 164 Bedroom /Bath 2 Bath 2 100 2,250 29 0-0 0 2,101 212 96 1.00 96 96 3 Bedroom 137 2,195 29 0-0 0 2,054 407 93 1.00 93 93 5 4 Living 233 6,519 85 0-0 0 3,328 647 151 1.17 177 151 Room 5 Dinette 105 3,054 40 0-0 0 1,209 235 55 1.30 72 55 6 Kitchen 98 1,284 17 0-0 0 2,350 . 106 107 1.25 134 107 7 Bedroom 217 2,519 33 0-0 0 2,233 407 102 1.25 127 102 2 System 1 Totals 1066 23,326 303 16,869 2,898 767 861 767 Main Trunk Size: 12x12 in. taw 10 110,V-W est r da Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,898 19,767 Recommended: 1.826 77%/23% 16,869 5,039 21,908 s � s :�. r� x aG yk -y e H ,' S n ;' ""- ''3 Fe r Heating System Cooling System FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beaches Habitat Builder: Beaches Habitat Address: Permitting Office: City, State: , FL 32250- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1066 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 130.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ _ a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft _ c.N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,980.0 ft2 _ EF:0.92 _ b.N/A _ b.N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 16762.00 PASS Total base points: 17597.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this o4THPST9T8 0 Energy Code. calculation indicates compliance .,"' 33s„A PREPARED BY: Andy Bryan with the Florida Energy Code. Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 �•o compliance with the Flo . ner y Code. Florida Statutes. °D OWNEWAGENT• BUILDING OFFICIAL: DATE: j DATE: EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT F.1818 S TYPES X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1066.0 33.05 6342.5 Double,Clear N 1.5 4.0 6.0 19.22 0.88 101.4 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double,Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double,Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 146.0(p) -37.0 -5402.0 Slab-On-Grade Edge Insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: -5402.0 As-Built Total: -6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGauge®DCA Form 600A-97 EnergyGauge4D/FlaRES'97 FL.RCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 11113.8 1.00 1.089 0.341 1.000 4130.3 EnerwGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT F PES nditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1066.0 9.76 1873.7 Double,Clear N 1.5 4.0 6.0 14.30 1.01 86.3 Double,Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double,Clear S 6.0 6.0 20.0 4.03 2.73 220.2 Double, Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total: 980.0 3626.0 As-Built Total: 980.0 3626.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1066.0 1.20 1279.2 Under Attic 30.0 1066.0 1.20 1279.2 Base Total: 1066.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details FADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT Winter Base Points: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 EnergyGaugeTM' DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details FADDRESS. Third Avenue South,Jacksonville Beach, FL,32250- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points ` Points Points Points Points Points 5131.5 4227.5 8238.0 17597.Oj 4130.3 4751.9 7879.8 16762.0 EASS o�zx�sT9r8 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL,32250- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfnVs .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606A.A13C.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 to late. 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 electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. 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. EnergyGauge-DCA Form 60OA-97 EnergvGauae8/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.0 The higher the score,the more efficient the home. Third Avenue South, Jacksonville Beach, FL, 32250- 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr 3. Number of units,if multi-family 1 — SEER.10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 1066 W c. N/A 7. Glass area&type a. Clear-single pane 0.0 W _ 13. Heating systems b. Clear-double pane 130.0 ft2 a. Electric Heat Pump Cap: 100.0 kBhVhr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A i 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,146.0(p)ft _ c. N/A _ b.N/A _ c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,980.0 ft2 EF:0.92 _ b.N/A b.N/A c.N/A _ d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a.Under Attic R=30.0,1066.0 ft2 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts — PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) og zuE sTAr� in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. N "'' tz$_?•••'� unr •:�. e Builder Signature: Date: y Address of New Home: City/FL Zip: *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 EPAIDOE EnergyStar udesignation), your home may qualms for energy efficiency mortgage(EEA4) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: OWNER: `TA [� 1. Determine Occupancy Classification of the structure. Select occupancy classification C T which most accurately fits the use of the Building. (Chapter 133) [/ 2. Determine actual physical properties of building. [ a. Determine building area each floor. (Area definition Chapter 132) [ b. Determine grade elevation for building. (Grade definition Chapter B2) C. Determine building height in feet above grade. (Height definition Chapter B2) d. Determine building height in stories. (Story definition Chapter B2) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) f. Determine percent of exterior openings per floor. j✓J 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) 1 Alin ` [� a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [vj/ b. Check allowable height and area increases permitted. (Chapter 65) [fj 4. Check detailed Occupancy requirements. (Chapter B4) [vj 5. Check detailed Construction requirements a. Fire Protection of Structural Members(Chapter B6&Table B600) (v' b. Fire Protection Requirements(Chapter B7 and Table B700) [✓� c. Means of Egress Requirements(Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [dj 6. Review design as related to standards. (Chapters B16-B26) [✓] 7. Check other requirements as necessary. (v"J a. Construction projecting into public property(chapter B32) b. Elevators and conveying systems(Chapter B30) M C. Sprinklers,standpipes and alarm systems(Chapter 69) [ d. Use of combustible materials on the interior(Chapter B8) [ e. Roofs and roof structures(Chapter B15) f. Light,ventilation and sanitation(Chapter B12) [ j g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By:_ to C"— Don C. Ford, BuildingOfficial don/sb.1 DRAO"MG FlLE NO. R-t91 MAP SHOWMG 7TM or. A PART OF LOT 2. DONNER'S SUBDIVISION AS RECORDED 1N PLAT BOOK 8. PAGE 4 AND A PART OF LOT 1. BLOCK 2. DOWNER'S REPLAT AS RECORDED IN PLAT BOOK 19, PAGE 16 ALL IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA GIiY OF ATLANTIC BEACH (A1.99 KNOWN AS LOT 5, FRANCIS COSY UNIT NO. 2, MECORD ) �f L O T 2 L S T fi r g NW41'4709 68.10' GO D r 9"K n t7% r 1 4 T 3 e" llrK BLOC K 2 D ONNERS REPEAT 8'KP L A T 6 0 0 K 1 3 , PAGE 16 tX CD 0 LOT 2 � 6ONNER ' S SUBDIVISION I V WiK ;� P L A T 8 OO K 8 P A G E 4 �. T 5 ➢ (3.A r>o 1 m 4 ( � � : L O T 4 j 2_ STS �-' p pCsp City of ALl'antic 'Beach it N [3,:iklinp, and Zoning TRACT "B" N89*41'47"E 42.29' PT K 1 I 141 ALLE'*' BY PLAT BOOK 19, PAGE Book 9649 Page 23a Thi`instrumentiw„ prepared by ok: G4p9�1 30132 P.O.Box 50939 Page: 23$ Jacksonville Beach,Florida 32240 Filed I Recorded 06/09/00 01:52:01 PH HENRY Y COOK CLERK CIRCUIT COURT S WN. �� NOTICE OF.COM MNCEMENT DVAL TRUS COUNTY TRUST FUND f 1.00 J RECORDING $ 5.00 STATE OF.FLORIDA Permit No.: COUNTY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with section 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. rjescnptionpf prope :(legal descri 'on of property and street address if available) 2. General descAP6n dP improvements: To buil _ y residence a 3. Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches,Inc. P.O.Box 50939,Jacksonville Beach,FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) :N/A 4. Contractor: .--, � f. � a. Name and Address: H aJD Act (- AV-L 1-)'L b F), _P00 o Q 3 b. Phone Number: C�4—,,)� _ , Z�2 C. Fax Number:(optional, if service by fax is acceptable) (;41 -01 n 5. Surety on any payment bond: NONE 6. Name of any lender making a loan for the construction of the improvements: N/A 7. Persons within the State.of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1) (a)7,Florida Statutes: ( P.O.Box 50939,Jacksonville Beach,FL 32240 Phone: (904)241-1222 Facsimile: (904).241-4310 8. In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1)(b),Florida Statute(Name,Bank and Address): N/A 9. Expiration date of notice of commencement: 1 year from the date of recording. The foregoingins entwasacknowledgedbefore HABITAT FOR HUMANITY OF THE me this 1 day of 200D by UA C-- JACKSONVILLE BEACHES,INC. (?-� � who [- is personally known to me or - - - — CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT ERMT INCt`�RM/ TIOF « " .,_ ., - , Ei4TIONUtNFORM�►TfON., Permit Number: 20990 Address: 1918 JORDAN STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: M ,ri .'" ct x;<OWNERtNFaRIIAATI.ON } . y,. Date Issued: 11/14/2000 Name: BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 11/14/2000 Phone: 904)241-1222 Work Desc: INSTALL PLUMBING s�r . --p-n,=. d rTM ON RA „ R . " 4 4,. "f 'P t FEES g :N B & G PLUMBING PERMIT 46.50 UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $4.5614 j Deet 11/14/66 91 Receipt: 9!16927 1 ATLANTIC BEACH ILDING T. ��---- Y, �yE t J is CITY OF ATJ,ANTIC &EACTi ;,l APPLICATION FOR PLU2kB2NG rvPERM T a JOB LOCATION: ST'S!' T 3S" OWNER OF PROPERTY: Q EAG 14,.5_ ' g,4I3 . rv}T TELEPHONE NO. 4� PLUMBING CONTRACTOR IR 4 G 10Ly nn 41^j G O , CONTRACTOR' S ADDRESS : 1399 '7 664cu STATE LICENSE NUMBER: C FC a 22 S 93 TELEPHONE: zZ3- HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 1 Z LAVATORY WATER HEATERS z BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER ti REPIPE OTHER TOTAL FIXTURES :�� x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: (0 J, ------------------------------------------ -------------- — INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH'j THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE"' CALL A DAY AHEAD TO SCHEDULE, INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR -INSPECTION ; PRIOR TO COVERING UP - (909_) 247-5834 t' r CITY OF ATLANTIC BEACH, FLORIDA d- AMFWmd bV APPLICATION FOR ELECTRICAL PERMIT X/ TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ ` 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. OMA- ELECTRICALS FIRM- MASTER ELECTRICIAN SIGNATURE JOURNEYMAN --�) NI1ME �`S A141j —ADDRESS: ly ��`�" RFD BOX BLDG.SIZE BETWEEN: REL( ) AFT.( 1 COMM.( 1 PUBLIC I ► INDUS.( 1 NEW(Z4' OLD( 1 REW.( 1 ADDITION 1 ) TRAILER( l TEMP.(41---SIGNS ( ) SO-FT. SERVICE. NEW( 1 INCREASE( 1 REPAIR( ► FEE CONDUCTOR SIZE 6 AMPS COP,/PER �,ALUM.- LLUUM.(( 1-r S111TCH OR BREAKER AM2 PS PH l W 2/WOLT � � RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL RECEPTACLES I CONCEALED OPEN TOTAL O.iO AMPS. I 31.100 AMPS. SWITCHKS INCANDESCENT FLUORESCENT a M.V. FIXED 0.100 AMPS. OVsn LI APPANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVEN MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA i NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES ` "' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 J Permit Number: 20311 Address: 1918 JORDAN STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: 49,568.00 Date Issued: 6/29/2000 Name: BEACHES HABITAT Total Fees: 2,496.40 Address: P. O. BOX 50939 Amount Paid: 2,496.40 JACKSONVILLE BEACH, FL 32240 Date Paid: 6/29/2000 Phone: (904)241-1222 Work Desc: CONSTRUCT NEW HABITAT HOME- HSF 1095 SCH6-1124 PROPERTY OWNER PERMIT 0.00 WATER IMPACT FEE 350.00 NOTE: Structures must not be identical to SEWER IMPACT FEE 1,250.00 others within 500 feet. GWII WATER METER/TAP 525.00 RADON GAS-H.R.S. 5.21 RADON CAB 5% 0.27 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.33 SCHARGE/ATL.BCH. 0.59 gl NA TREE BARRICADES FOOTING SLAB COVRRICADES ER FRAMING FINAL BUILDING CERTIF/O CUPANCY INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY WNER 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. Operator: CHERYLE hate: 8/30/00 01 Receipt: 0084844 Total payment $2496.40 40LANOTPBEACH BUI ING DEPT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address k-z 0 0 0 Date Heated Sauare Footage ,@ Der sq4C- = (�D Garag per sq = 8- - P - 7, Carport 1--per sq Dec.K @per sq ft Patio 1 $ pe-r sq ft _ TOTAL VALU.z,.TTCN- : Total Valuation 1st $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee (0) Fireplaces @ 615 . 00 BUILDING' PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $ 12T) WATER METER/TAP $-- CAPITAL IMPROVEMENT S77TT-00 SEWER TAP RADON (HRS) G050 $ . 2-1 TION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ ,J111q) SURCHARGE . 0050 �57 ' tH1kR GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical_; Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank Well Sign- Finish Floor Elevation Survey Other CALCULATIONSand./or NOTES : PROPER7 DESCRIPTION nn # , B ock # Section # /t;. 1 i - division: � ,� � � lei Street Name DESCRIPTION OF WORK or Address: (If in a FLOOD HAZARD Flood Zone: _area compl e ief Descri tion`.;4 6:� vv I J Class of Work: (New/ � 1ef Remodel/Addition: City of Atlantic Bea ZONING INFORMATION e of Construction: building and Zoning Zoning Propose / District: _ Use: e,t Estimated Value $ j Exceptions or Variances Materials: Granted: Solid or Filled . Ground Ro f• eLc Method of Heating: - r OWNER INFORMATION Property Owner p Phone. Mailing Add ss ( Zip: CONTRACTOR INFORMATION Contractor: t-Z c Phone Mailing Address: —�T-� Zip: ... Expiration STATE LICENSE NO: Date: 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 PROVIDED AS REQUIRED. Owner Signature. L � " DATE ! v Contractor Signature DATE ° N AND SUBSCRIBED BEFORE ME BY C�'f41� y ij"Ni � THIS , DAY HAYWOOD M.BALL � A MY Comm.#CC606676 expires NOTARY PUBLIC jamary 21, 7001 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIxME UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER OE AND 7CR EACII WATER FIXTURE UNIT INSTALLED AND CDNNECTED TO THE CITY WATSR SYSTEM. THE- WATER SUPPLY CIL�RGE IS HEZEBY FIXED AT 74EV;Y DOL:-kRS PER FIXTURE UNIT CONNECTED TO THE CIT: WATER SYSTEM. BATHROOM GROUP CONSISTI?iG OF SERVICE ST-NK TRA? S-7-AND WATER CLOSE-, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER C..OScI WA-,= CLOSE-, TAMC OPERATED (4) ! VALVE OPEti.;TyD (fl) i / ( ) BAi332l1E BROKER 2 �` UR:NAL WAL.:. 1-I? (») SHOWER GROUP PER HE.,D (3) F OOR OFIA::1 (1) , SHOWE3 STALL DOl'SES.IC (_) LAUNDRY T .-.Y (_) L.1VATaRY (1) C0;�3I:rA=.OY S7-NK A11D 77--;Y (3) WASHING MACHINE (3) PGT, SC:TLi.ERY S :ifi (»1 DISHWASHER (2) � ASH SINK =AC SE:' 0 FAUCES (2) DMI'TAL L1.7ATORY (i) KIT GiLI SINK WITH WAS= DE MIL UNIT OR CUSPIDOR (1) GaIFDEX (3) EIDE: —URI'NAL STALL, KASFOU' (G) FT-ZSHI= I-M SINL (8) CON.BINA:T_ON SIN.M AND TRAY WIT ---'- FOOD DISPOS. (4) alINAL, MESTAL, ST?EON .TET `" DRINKT_NG FOUN,7AZN (1/2) BLOWOUT (2) ate.: LAVATORY, EARBER/BEAUTY +ICE MAKER (,/'_) SHOP (2) SURGZONS SINK (3) LAVATORY, SURGEONS--�77 (_) JACUZ.Z.I (2) URINAL STALL, WASHOUT (4) TOTAL FIXiVRP UNITS— $20-00 EACY " JOB IAFOR.y.ATION CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT INF C?RMATI£ LC?Cl�TI{ N INFt_RililATtt3N Permit Number: 20648 Address :=1'I . ; � i Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: _ Improv. Cost: C?UVNE1NFC}RM;4tI©N I Date Issued: 9/19/2000 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 4/25/2001 __-Phone: 904)241-1222 Work Desc: CS2/0 150 AMPS 1 PH 3W 2401/CABLER IAtUN�-NEW RESIDENTIAL SERVICE__ CQNt#�TOt 'i'ION'FEES CMA ELECTRICAL CONTRACTORS OP1`L µ F�R� I x _t 45.00 �1 s. t � h s '�_ s ( s FINAL ELECTRIC o A ,:m. s - NOTICE- INSPECTION: TBE,REQUESTED A7 L A 3T 24 HO RS klOR TO SPECTION BUILDING MATERIAL,' UBBISH At-I EBRIS FROM THIS WORK MUST NOT B ' LACED IN BLIC SPACE,AND MUST BE CLEARED UP AND HAULE6AWAY BY EITHER CONTRACTOR OR NER "FAILURE TO COMPLY`"TH T TomWVAN RES LT IN THE PROPERTY OWNER PAYING TIC OR LI At ImP X,5 ISSUED ACCORDING TO APPROVED P W RPTF 1" I. MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIO i i r` y AT NTIC=B C BUI DI G DEPT. ! of tt� X O `•V P�ea��e ace `-,,,—i�• P�09eG0 �c\paI ° O OlJ J�5 O i-5445 Oa�e s Q\e ` aQa�c� �oOO gce��ea Paaies P��fG O Fro OPT a\��sQ`e6 Jbv .�F / Fra y�ca a:,C-aatiu 1 � eta F � a P��a�Po tog �Jes. �r ON JEA Clot. c. ifiat tvf. i Fi:ray+ 3Y�vii ifKv Dear Connie: Final Inspections on the following lar finn',-, hn P beep Please call me at 904-247-r-82r- it you hp, --nye �^;Z:9 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20648 Address: 1918 JORDAN STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: Date Issued: 9/19/2000 Name: BEACHES HABITAT Total Fees: 25.00 Address: P. O. BOX 50939 Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 9/19/2000 Phone: 904)241-1222 Work Desc: CS#6 60AMPS 1 PH 3W 240V CONDUITRW ALUM - TEMPORARY POLE NSF E P' .x M ¢ CMA ELECTRICAL CONTRACTOTS OF FIL PERMIT 25.00 _.ns..ections Re �rire ° FINAL ELECTRIC I I I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I $2;.02 14 Date: 9/20/00 01 Receipt: 0090429 CHECKS 2582 AT TIC BEAC BUILDIN PT. 00100003221000 FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: '�Zc -c.. • �cr� 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 Acknowledgment: 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. Date ) Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirernents of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the fallowing: f i, 1 i Address: 1918JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 l JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20648 Date: 4/30/2001 (� 1 • ! DON C. FO D, C.KB. . I ]poet in a conspicuous space CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION j Permit Number: 20648 Address: 1918 JORDAN STREET Permit Type: ELECTRICAL Class of Work: NEW ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Township: Range: Book: Lot(s):5 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: IL v. Cost: t)W[1fiIER INFORMATION Issued: 9/1.9/2000 Name: BEACHES HABITAT l Fees: 45.00 Address: P. O. BOX 50939 nt Paid: 45.00 JACKSONVILLE BEACH, FL 32240 e Paid 4/25/2001 =� aN} ne: (904)241-1222 Work Desc: CS2/0 150 AMPS 1 PH 3W'; OV CA>�LERMt/q' IIA VEW RESIDENTIAL SERVICE CONTRACTORS ,,' LICATiON FEES' _ m CMA ELECTRICAL CONTRACTQR O FL IT ? �" 45.00 � c ja ` � a, - . b0. , s a 4.'� } ^tt� T w, 4 �4V�`"'r�' 4ny ¢ } FINAL ELECTRIC777, � ' I NOTICE - INS ECTIONS T.BE,R�QUESTED A, LEAST 24 HOURS.: IOR TO, ISPECTION BUILDING MATERIAL, - RUBBISH ANQbEBRIS FROM THIS WORK MUST NOT BE CED IN PUALIC SPACE,AND MUST BE CLEARED UP AND HAULED /AY BY EITHER CONTRACTOR OR , ER "FAILURE TO COMPLY NTH T QH, �� WDA R ALT IN THE PROPERTY OWNER PAYIIVC� NICEE*O L?,�IV 1 P � ISSUED ACCORDING TO APPROVED PLA� R� E A MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS O i PA PR 2 6 2001 AT TIC FILACH BUI(LDI7{NG DEPT. CITY OF ��i°cautcc Veacl - - 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS is Please call me at 904-247-5826 if you have any questions. Sincerely, ATLA B ACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners / - � d �Y�U `� Phone 94- r %Z Z Address CQ c--_ (3-�-VCQ Ck+�te— Lot Block and(or Unit# Subdivision / �! jkd-& S'r L Contractor if Different From Owner Valuation of Fence Corner or Interior Lot Type of Construction w C'Ce'`- A, —/ - Attach Survey Showing location and height of fence as well as location of street(s). Owners Signature Contractors Signature CITY OF �4te4attic Ve4c4 - 800 SEMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904) 247-5805 SUNCOM 852.5800 DATE " ®/ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ,l a Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC EACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach,FL 32233-Tel: 247-5826-Fax 247-5877 ELECTRICAL PERMIT LOCATttN INFJJRMATION. PERMIT.INFQRMATION Address: 1918 JORDAN STREET Permit Number: 20648 ATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est.Value: Parcel Number: Improv. Cost: 1'}WNER;IIFt)RNIATION` Name: BEA Date Issued: 9/19/2000 BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 4125/2001 �. P. . ne: 904 241-1222 Work Desc: CS210 150 AMPS 1 PH UV CA LE A MIEW RESIDENTIAL SERVICE CON TRACTO2 S . LICATION'!FEES CMA ELECTRICAL CONTRACTQRS O FL I IIT 45.00 cs .r 40r a, M y FINAL ELECTRIC •.`. " v ns..sa s. NOTICE- INFECTIONS T BE,REOUESTED AT LEAST 24 HOURS J41OR TOINSPECTION BUILDING MATERIAL,RUBBISH AN60gBRIS FROM THIS WORK MUST NOT BE CED IN PUNIC SPACE,AND MUST BE CLEARED UP ANP HAULED AY BY:EITHER CONTRACTOR OR ER "FAILURE TO COMPLY WITH,T QN WDA R JLT IN THE PROPERTY OWNER PAYII CE OR#MVDJN I P AI ISSUED ACCORDING TO APPROVED PLAN "II4 EA cTHIS.P MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS PA ��1 OR 2 6 200, ONY of AIS AT TIC E3EACH BUILDING DEPT. Date: 4/Z6/01, '" Re,­:Z ryL _ CITY OF ATLANTIC BEACH MECHANICAL PERMIT 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5825-FAX 247-SM PERMIT 0000"0N LOCATION INFORAnArIQN Permit Number: 21502 Address: 1918 JORDAN STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: OWNER.INFORMATION Date Issued: 2/23/2001 Name: BEACHES HABITAT Total Fees: 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/21/2001 Phone: (904)241-1222 Work Desc: Install New Heat&Air S stem 'CONTRACT-,QR ,: PPLIC*. ON FEES OCEAN STATE HEAT&AIR PERMIT 43.00 e1n1�sR tiI, ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 2/26/81 Bi Receipti48837348 6 14 ATLANTI BEACH BUILDING CHECKS 16175 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH.FLORIDA Stile APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT—Applicant to complete all items in sections i, II, III, and IV. I' R 1 `1 LOCATION srra.t Address: �y� OF Intersecting sfraafs: Between Y �`T G And BUILDING Subdivision ll. IDENTIFICATION —To be completed by all applicants, In consideration of permit given for doing the work at described in the above statement we hereby agree to perform said work in accordance with the attachpd plans and specifications which am a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practles listed therein. Nerve of Mechanical.' �Qr�l��•.�� Confractors �� Gntraetor(Print( rriG.CIVN Mester Name of Property Owner860065s PASITA T Signature of Owner signature of or Authorized Agent Architect or Engineer 111. GENStAL INFORMATION A. Type of heating fuels B• IS OTHER CONSTRUCTION BEING DONE ON "Electric THIS BUILDING Oq SITE? ❑ hes—❑ LP ❑ Natural ❑ Control Utility IF VES, GIVE NUM R 1F CONjsTRUCTION 13Og PERMIT ( g / ❑ Other—Specify IV. MIICNANICAL OQUIPMINT TO li INSTALLED NATURE OF WORK ((Pro/vide complete Etat of conpostents an bock of Ab form Residential or ❑ Commercial j� most ❑ Spew ❑ Recessed tnel 0 Flew New Building Air Coeldlosaing: ❑ Rlaaenr 9-1Getraf !t Jp C3 Existing Building Dad Systema Meferiet t, j pThidne- / 2 C3 Replacement of existing system Maximum capacity O co New Installation(No system previously Installed) ttf.m. ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower. GPeciti, g•Pam• ❑ Other—Specify ❑ gra 90nWeras Number of Meta_ ❑ Efeveter ❑ Mas11N ❑ Ewlater Inembw) THIS SPACE POR OPPICi USE ONLY ❑.Goeellme Psml+ (smmbw) (Roeelved) 0. Tem (member) Remarks ❑ LOG wetefw (msmbw) ❑ Unfired Pressure waw Pasmit Approved by ❑ l bless ❑ Ofhw—'Specify Psrnit p.e LIST ALL EQUIPMENT AR CONDITIONING AND REMGERAT)ON EQUITMFM CMacNumber Unita Deoddilt ton Nadel Number Naaucaettime (TO")y w� HUMG-FLWACES, BOILERS,F)REPII.ACES C(=t7 NumberUnits D--tptton NWntrae Manufacturer (7�TtJ) TANKS Row Many Nom " Cayaalt7 Type TJOAA Name cc Serial ApprovingttmQ Dlmaodma Contained Iftuafaatlw'd No. Ag—y