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Permit 1620 Francis Ave
IN ` W JOB ADDRESS ,aj6. 4, pq PROPERTY OWN 141-IL� PERMIT NUMBER � �� DATE INSPECTIONS: FOOTING SLAB t 2 cf TIE BEAM LINTEL i'VAILING/SHEA THING FR�tilJNG/COVER UP S -9 INSUL4 TION ? FLVAL BUILDING J —1 Z-Q CERTIFICATE OF OCCUPANCY �! _� z �1 5 ELECTRIC.4L PERMIT# ` �`(o C TP l -7q ? INSPECTIONS ROUGH ' 24 / ,FINAL iMECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UNJBIIVG PERMIT# INSPECTIONS ROUGH/UNDER SLAB TOPOUT WATER/SEWER5 , .2c - 9'9' FINAL t t -1 NOTES: FROM FAX NO. Feb. 29 2000 02:49PM P1 Dae# 99250102 This instrument was prepared by: Bool:: 9468 HAYWOOD M, BALL Pa e5: 1840 — 1,041 Filed d Recorded DONAHOO, BALL, McMENAMY & JOHNSON P.A. 11/1%/99 ii:39:4A DM r� 50 North Laura Street, Suite 292.5 Y !v COdI, CLERK CIRCUIT COURT Jacksonville, Florida 32202 DTRULTCOUNTY i 1.50 (904) 354-8080 DEED DDC STAMP s 317.8o RECORDING $ 9.00 WARRANTY DEED THIS DEED made this 11th day of November, 1999 by HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES, INC., a not for profit Florida corporation, d/b/a BEACHES HABITAT(the"Grantor")whose mailing address is Post Office Box 50939,Jacksonville Beach, FL 32240,to CONSUELLA WOODS, a single woman (the "Grantee"), whose social security number is 263-71-4416 and whose mailing address is 1620 Francis Avenue, Atlantic Beach,FL 32233. WITNESSETH: That Grantor,for and in consideration of the sum of TEN DOLLARS(S 10.00)and other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,has granted, bargained and sold to Grantee, her heirs and assigns,in fee simple forever,the real property located in Duval County,Florida,identified by Property Appraiser's Tax Parcel Identification Number 172097- 9030, being more particularly described as follows, to wit: Lot 6,FRANCIS COVE REPLAT,according to plat thereof recorded in Plat Book 52,pages 49 and 49A,of the Public Records of Duval County,Florida. This conveyance is made subject to(1)covenants,restrictions, conditions and easements of record; (2) ad valorem taxes accruing subsequent to December 31, 1998, and (3) the following covenant running with the land to wit: The Grantee understands that the Grantor is a non-profit, charitable organization that works with low income people who need simple, decent housing. Grantor accepts contributions which are used to build new homes and has a responsibility to the contributors to put the money to its best possihle use. Accordingly,in the event the above property is sold within five(5)years from the date hereof, Grantor shall be entitled to receive the following percentages of the selling price above the outstanding principal balance of the Grantee's first and second purchase money promissory notes to Grantor: Year 1 100% Year 2 80% Year 3 60% Year 4 40% Year 5 20% Year 6 0% In the event Grantcc desires to sell the above property at any time prior to twenty(20) years from the date hereof,Grantee must first offer to sell the property to Grantor. The offer shall be made in writing at least sixty (60) days before Grantee accepts an offer to purchase from any third party. rf FROM FAX NO. Feb. 29 2000 02:50PM P2 500k 9408 Page 1.841 Grantor shall have sixty (60) days from the date of receipt of the offer to accept or reject said offer. And Grantor does hereby fully warrant the title to said land,and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF,the Grantor has executed these presents as of the day and year first above written. Signed and delivered in the HABITAT FOR HUMANITY OF THE presence of: JACKSONVILLE BEACHES, INC., a not for profit Florida corporation, d/b/a BEACW HABITAT W'0(e'ss rv1 ° Ir Haywood . Ball, President iw( � [. ... .................................... .] Print name below signature 5 [Affix Corporate 8e0111 [. .. �,............... ?02:.... .� Print name below si nature STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 11th day of November, 1999,by HAY WOOD M. BALL, as President of HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES,INC.,a not for profit Florida corporation,d/b/a BEACHES HABITAT,on behalf of the corporation, the Grantor named therein, who [X] is personally known to me or [ ] has produced a Florida drivers license as identification [check one]. /-f=f: z1k6 Not lic Stat6 of Florida at Large ��ION M CC 725343 Pr)nt n' March 17,2002 ,,�� Bonded Thm Norary PuLlic Ilnearwriier [Affix Notary Stamp] My Co My Commission No.: TMMATY 0.;TNG5\KA01TnT83 H'—WWarmnry d-d.wyd 2 BUILDING, PLA NNING AND ZONING INSPECTION DEPART.NENT CITY OFATLANTIC BE-4 CH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: -�►1 W� Build-inc Permit Number : / 971,' Address : 1&2_0 Leval Descrier_i or.: /_v� o, Improvements to the above described property have been completed in accordance with the terms of the pe=it and is certified to be ready for occupancy as Lowest Floor Elevation: d 'S/ /4 ,-76 recruired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOT FIED DATE APPROVED BY Fire A / ,4 Public Works !J— 2S - FLOODPLAIN DEVELOPMENT INFORMATION Location:: � AIeI5 /i UC-- Type of Development: S/X/l GC' -/t/+9 7c.5 Flood Zone: Y 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 orco�rddiinances affecting the proposed dev pme _ Date 3� 3` // Applicant's Signature Department Use: Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department V 6,1-0 w ( '�/ k- Building Department Representative MAIC SHOWING BDUNDARY SURVEY DF,, LOT 6, FRANCIS COVE REPLAT, AS RECORDED IN PLAT BOOK 52, PAGES 49 AND 49A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ,Block/5, E.H. Dormer's Subdivision (RB-8,P6.4) Also A Pori Of Lot F Block 15 I 1140 SAnwn On But Not lneluded In)Dormer's?e olat, R8.1.9,P6S.l6 f/6 A i �N I �► L o r 7 8 � � v — v I I (bw�G451vnP1w h I 1 !e 4�nPioe 5'.Jvols&'00"E. /00.00, I — �517 5, I I 75'BRL -1 ;moi I 4' Conc.Wolk• .0 T STORY RES/DEA/CE �' Q u + I a ivlry VINYL S/D/N6 s I W �• F Elev= 14.76 N I j IF 47 -- CQnc.Wo/k. 75'BRC i in I I /5,atildy Eosemacni By Plot ---------------------------------�-- cin O I � LOT 5 \ LEGEND Q �iL ✓EA DENOTES✓ACKSONV/LLE ELECTRIC AUTHORITY y BRL DENOTES BUILDING RESMIC77OW LINE F3YpLaT PB DENOTES PLAT BOOK PG DENOTES PAGE CONC DENOTES COWCRE7E I MOTES: BEARINGS ARE BASED ON 7HE SOUTH LIAR OF ROA LOT 6 AS BEING/(89.36'00"W.BY PLAT ?/6N7 /� N/'4y H//OTft I/AR/ES THERE MAY BE RESMIC77ON LINES OR EASEAENTY 7HAT AFFECT 1}NS PRac ERTY BY ZAN/NG OR RECORDED IN THE PGBLIC RECORDS OF THIS COWrY 7HATARE NOT SHOWN ON TF*S SGWVEY. 771IS PROPERTY LIES IN FLOOD ZOWE X"BY FLOOID MAPS REVISED 4117/89, CONlMUW/TY PANEL ND./20075 0001 D. RN/SHED FLOA?ELEVA770W BASED ON NATIONAL GEOl0E71C VER77CAL DATUM fNGM PREPARED FOR 7HEBENEF/T OF: . . . . . . 7 Tirtiftrate of Qhcupanq (situ of Atlantic Neoch — Yloriba Department of 'Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 17978 Group)�"fxame Type Construction s f a Fire District Atlantic Beach Owner of Building Beaches Habitat Address Atlantic Reach, FT. 39211 Building Address 1620 Frs Ave. Locality Atlantic Beach,_FT. 1223'i A - By: DON C. FORD Building Official — Date: POST IN A CONSPICUOUS PLACE Tatiftratt of (orrupaury City of ,atlantic Weac4 -- Nlorida %partum of Nuilbing Innpraion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg.Permit No. 17978 Group w.frame Type Construction Sfa Fire District Atlantic Beach Owner of Building -Beaches Habitat Address Atlantic Beach, FL 32233 BCull(" Address ,c;a Aye- Locality Atlantic Beach Fl 32233 By: DON C. FORD cs Building Official Date: //--1.2- �S POST IN A CONSPICUOUS PLACE i /CITY OF 4&44 /3e44k-4910 Office of Building Official /y�REQUEST FOR INSPECTION Date-/0 / Permit No. / 7q -7, 5 Time A.M. Received P.M. a2' Job A dress Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final I I Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. on. Tues. Wed. Thurs. Fray id A.M. Inspection Made Inspector final Inspection /Y Certificate o Occupancy ❑ A Date PCITYOFt- c/t 3 / "'_"—_ 8612CA-� /y1- /9'(-71/ 7►Y Office of Build' .Off! la _ /� �, a 0 . EQ UEST FOR 1 SP IONP 190/ tt _ b .2 $' Date Permit No. Time Received �;2 15- K Job Address Locality Owner's !o- ��,, ,��'" / IT Nameyz—1' ,, Contractor UILDING CONCRETECTRIGAMBIN ECHANICA Framing ❑ Footing ❑ ti Rough Wiring ❑ Rough ❑ Air Gond. & ❑ Re Roofing ❑ Stab ❑ Temp Pole Top Out ❑ Heating • Insulation ❑ lintel ❑ Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION M Mon. Tues. Wed. Thurs. Friday �P. A.M. <oection Made —P.M. "-� Certificate of ccup y Date ���r� CITY OF >�t��ct�tt,cc S�eacl - ��vuda 800 5EMINOLE ROAD - -- - ---- - ---- --- ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904) 247-5805 NOTICE TO: Water Department FROM: Building Department DATE: / / — / 2 - F9 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address r l � 1 Z- v �� 7 Zce� Sincerely, Building Department CITY OF Veaz,4 - 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE42-- 9 Q 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 J 84, L4 0 �j�c4-1 c.v, Please call me at 904-247-5826 if you have any questions. Sincerely, O ��L". </ ATLANTIC BEACH BUILDING DEPARTMENT 16 20 rea MAP SHOWING BLIUNDARY SURVEY DF: LOT G, FRANCIS COVE REPLAT, AS RECORDED/N PLAT BOOK 52, PAGES 49 AND 49A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ,Block/5, E.H. Omer a Subdivision (P.B•8,Rd 4) 4/so.9 fbrf Of Lo( ,F Bock/5 I (At t L On &a Nd/nc/uded/n)Danner'v?c o✓a/, P.B•/9,MS-4$14 A i f^ e LOT 7 I $ O I - v ftd �nnP/pe h ' GG4�nPipr S-099036,0006. /00.001 7.5' 75' I l'dx..Ik Rd 24.9' `'t i IO " �4 I 4t✓ w I v /-SmRy a+ I 3 I RES/DEAIG'E �' a u fv/TN VINYL S/D/N6 y F.F. E/ev= 14.76 c8 I h j I 4z�' 4.9• I o [V. i� — — -- r 40 Q L I N 9'3G'Qlp"fit/. /OD.lJU h I I 15•/1H"y EnstaxvV 6y Abt t� I Ie i LOT 5 �e � I LEGEND 0 I JFA DEWTES JACKSOVV/LLE ELEC7RAC AUnYOR/7Y ` NJ ` ME DENOTES&&DOUG REsrmc7xvv LAI E 8,,'pL47- r PB DE7VOMS PLAT'800K PG MOMS PAGE cave DENOTES CONCRETE' RkCEIVED A07ES: _ � NOV 3 1999 �_ �'R•�D O"7NE�THLME /NER'S ROAD Atlantic Beach crLOT 6ASBEAwmmod6'00N. P9L " BYAT R/a,HrgF IV.4Building and Zoning y W/OTiV 1/.4�!/F�r' TAE'REAWYSIERESTRC7W LA'IES a?EASEIIE)M 7NAT AFFECT 77+5 PRopERTY BY Lamm AR RECOWW AV rAV PLOL IC RECORDS OF TM cow"7NAT ARE Ab7'SwWN ON ms stowY. nW PAVPE'RTY LATS AV FLOOD Z1'.14E"X"OY FLOW MAPS REVISED 4//7/VA CIGMMNM"PAAEL MR/2007'5 000/D. D FLOOR ELEIM77QV AWSED ON AIA7X.4L GEODETIC VF7P7X"DA7U W'ANGVDA PREPARED FOR 7]SE BEW77r OF: TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address F�,�-av+�e�c: e.c Dazs:c: :txkais:� :c�c� ex:p��aai. Please update your records accordingly. Tha y BUILD NG CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-AUantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORM TION Permit Number: 18640 Address: 1620 FRANCIS AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE Est Value: 40,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date issued: 8/12/1999 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 8/12/1999 Phone: (904)241-1222 Work Desc: CS2/0 150AMPS 1 PH 3W 240V 2-1/2R2W ALUM-NEW RESIDENTIAL SERVICE CONTRAS h `;. - AP N E S A PLUS ELECTRICAL PERMIT 45.00 ROUGH ELECTRIC FINAL ELECTRIC 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. :2" V — 45.8x7 14 ATLANTIC BEACH BUILDING D T. Date: 9/12/99 Al Receipt: 997M CHECKS 4893 \ LL i CITY OF ATLANTIC BEACH, FLORi A A►PiovMby APPLICATION FOR LLECTRICAL PARM1T I TO THE CHIEF ELECTRICAL INSPECTOI,: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIY •HAVEN 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 IWACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. NAMIZCQCb05. 1l03+ ADDRESS: LLp2-c2 ) Ve RFD BOX.__ BLDG.SIZE BETWEEN. RES.( "r- APT.( 1 comm.( 1 PUBLIC 1 1 INDUS. ( 1 NEW(-f- OLD ( I REW. I I A001TION S ! TRAILER ( TEMP.I; 1 SIGNS I 1 SOL FT. SERVICES NEW(1/f INCREASR 1 REPAIR ( ! • F!:E omm2a AMPSSd . 16 0 A_�l. ix!m stay,lizil AMPS P Y FEEDERS N0. SIZIi NO. SIZE I NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.70 AMPS. Of-109 AMPI. SW►TCHas INCANDESCENT . FLUORESCENT M.V. Fucsa _...".." APPLIANCR• I BELL TRANSF, AIR H.P.RATING H.P.-RATING CONDITIONING COMP,MOTOR OTHER MOTORS AMPS 6IL HEAT: KWHEAT MOTORS H.P. VOLTAGE PHS NO. 1101 VOLTAOE PHS , ASC LLANE TRA FO MER : UNDER 800 V OVER V ma. I irvA 11.1 -- CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION __ 1 LOCATION INFORMATION Permit Number: 18674 Address: 1620 FRANCIS AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: 40,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/17/1999 Name: BEACHES HABITAT Total Fees: 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 8/17/1999 Phone: (904)241-1222 f Work Desc: NEW INSTALL RES AIR & HEAT _- __---- --- CONTRAOTOR(S) 7 ,--: -____ _ — -- APPLICATION FEES OCEAN STATE HEAT &AIR PERMIT 43.00 II i I I ' Insp_ec_t ns Re uired' ROUGH MECHANICAL �', FINAL - 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 I "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. $43.8614 Date: 8/17/99 81 Receipt: 88888674 jo CHECKS ATLA TIC BE�ACH UILDI DEPT. 68180883221866 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BFACII ATLANTIC MACH. I'LOn1nA 1111•+19 APPLICATION FOR MECHANICAL PERMIT CALL•11I NUMk3E11 IMPORTANT ---- Applicant to complete all items in sections 1, 11, 111, and IV. 1. j a Fr p to l ✓-e LOCATION Street Addr.++: OF Inter+ecling SOW$: solwaan Anti IUIWING Sub-4641811 It. IDENTIFICATION -- To be completed by all applicants , In cnnt;deradon of pe—;l gi,en fn. doing Iha work as described in the above 1lalement we hereby Ogre• to perin.m said woik in eCCOrdnnCn .i1h the altach►d plans and +p•cilkal—f, which ar• a part hereof and in accordance with Ih• 01y of Jact+onvifle ordinance+ and sinndardt of goed p,acr;ce titled tha,ain. Nana of Mechanical GC�Gr� GCenfreefe►r G C® C•aMecler (►rink( r tvV G✓ of Matter Naa+e •f {� L N00401 Owner S+N+a1vr• of Owne Slgnalure of r Aelhe,isad Ago Arehilecf or Engineer IIt. GHJ L INFOR Tl N '�-- A, type of AaaNnq .!: -..,.,,_•,,.,__�-�- H. It OTHER CONSTRUCTION ICING OONC ON NJ }dc THIS SUlL01Na OR SITE It ❑ 6a--❑ U 0 Nefvrol ❑ Cealra) Utility if YLRr LIVE NUMItR OF ONST1lUCT10N ❑ 01 P[RMIT 7 q 7 ❑ olkor -- sp•city IV. MICHMIGAI IQUIPMINt TO $! INSTALI.iD NATURE OF WORK 1►revwo cernpl•h lccf of cerrtpeweah.a Trac# of this ,.fe I t�Retildentiol or U CommerClsl Q--Neal [) Space ❑ Roca"" WhCs-w O vs." &�,_New Building Eg--/Gr`•Conelrkin 1491 ❑ It"m el -Cinfr4 ❑ Existing Bulldlno [f}rt)..cr Syek..rtl M•t•,:•l ll+ldn•a• ❑ Riplacement of existing eystom MoAmwe capacity e.Lra. 131 New Installation(No system ptevlously installodl Q Extension or add-on (o existing system ❑ R•1r:0•rat:ew ❑ Other -- specify ❑ cooliaq fwer: Capacity S p� ❑ fire ep,inkl•rt: Nwnbar a, Mali ❑ t4�afet C3 Watdilt ❑ 6"It, r taw l THIS VAC! ICOR OFTICi USE ONLY ❑ GaaoHwe parw+pa (num6fI IRseel+eti) ❑ Ter+1e 1nVTbarl Renterll ❑ LUG teatel"n , lavtnberl ❑ Uafireti preuu►e wtak ►ennil /lpprewd by Gel+ ❑ {•San ❑ t7tlw — Sp.u►y ►andt ti- LIST ALL EQUIPMENT AIR cONDIIJONtNG AND REFRIGERATION ILQUItMHNT Numbsr Vnftio 1>00crIV46" me"Number Ltwnut"tursir ('ITONa)r A�r I t'G kj 61 [i oar* CITY OF ATLANTIC BEACH .A DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATtON'INFORMATION Permit Number: 18011 Address: 1620 FRANCIS AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: 40,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/01/1999 Name: BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 4/01/1999 Phone: 904 221-0141 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACT01 (S� PLIC kTtON FEES B &G PLUMBING PERMIT 46.50 i I I I I i Ins Ions R Ldr�. UNDER SLAB PLUMBING ROUGH PLUMBING SEWER 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. C 6.5614 Date: 4/81/99 81 Receipt:48845763 32954 ATLANTIC BEA BUIL DEPT. CHECKS HOLMES LUMB F TRUSS CO. � 6550 Roosevelt Blvd. �,� Jacksonville, Florida 32244 09 Phone (904) 772-6100 Fax (904) 772-1973 JOB: - 110?2- CUSTOMER: HABIJAX LOCATION: 1620 FRANCIS ST. BUILD SET I. Truss Takeoff II. Layout &P+PROVED WY IL ATLANTIC BEACH III. Engineering ]BUILDING OFFICE, MAY 131999 IV. Framing Details L4A.7_�_C ' /- t. V. Simpson Strong-Tie Hanger Details VI. HIB-91 Summary Sheet Holmes Lumber Co.Policy re: Repair,correction or rebuilding of faulty trusses. This company is not liable or subject to any backcharges levied against it by a customer unless that customer so notifies Holmes Lumber in writing of the problem and allows Holmes Lumber a reasonable amount of time to correct, alter or remake the truss or trusses to solve the existing problem. Takeoff Sheet HOLMES LUMBER COMPANY JOB #: 9-1072 6550 Roosevelt Blvd . Date: 04/15/99 Jacksonville, FL 32230 Delivery Date: 00/00/00 (904) 772-6100 Builder: Job Location: HABITAT OF JAX . BEACH LOT 1620 FRANCIS ST Salesman: DICK CONRAD Qty Span Truss Profile Pitch Overhangs Cantilevers FT IN SX Description Left Right Left Right 2 25 ' 5 .00 1 ' 4" 1 ' 4" 0 ' 0 ' 22676 TIG 23 25' 5 .00 1 ' 4" 1 ' 4" 0 ' 0 ' 22680 TI Notes: AiP R.P0r1 Mr1Cwr w A1P1nw Enpinwarwtl PraGuetw. Inc. w 17]1 B.M. 7— •vwnuw. P..P O. F1arlOs 33050 w 1-BOO-735-8055 FORMI.REP PAGE 1 a lob: (9-1072) LOT TIG THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT c TOP CHORD 2x4 SP #2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT 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. ALL PLATES ARE W1.5X3 EXCEPT AS NOTED. ** IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WEBS,EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION. 11'10"3 10'3"1 —�—2'2"441 22"15 10'3'3 11'10"3 W3X4 T T 5 G� fUIU in117 W3X3 BU3X3 W3X7 �3X7 v= El— yB.1«2 W3X4 25' 25' �~ R-B`Oplf W-25. PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES- 1 TOTAL= 2 REV, 18.2c4 SCALE =0 2794 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/15/99 TC LL 20.0 PSF REF )(IMPORTANT 1E*SHALL NOT GE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND D EVIATION fPOM THIS DESIGN OR T1�$E SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �j T TC DL 7.0 PSF DATE 04/15/99 TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `LPINE CO�CTORS AHE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 42319 �k BC DL 1O •O PSF DRWG 446 BC LL 0•O PSF LJS GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 0 SGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 5 T A T E 0': TO .LO. 37.0 PSF 0/A LEN. 25 CONFORM W/APPLICABLE PROVISIONS N�C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0870 a SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURNISH A COPY OF THIS !J'rS� DUR.FAC. 1 .25 IN ONLY, AFRI SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. «--TP "T AT T T AT F AT i T T ISPACING 24.0" ITYPE S^@C io b: (9-f'072) LOT T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP 02 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i 12'6' �- 12'6" ---� W4X4 12 W1.5X3 W1.5X3 m 5 O1 ID ID I[1 U') v=W2X6(A1) X7 W 4 2X6(A1) 08 1"2 25' 25' Rv-1002* U-490# W-3'8 Rv-1002# U-490# W-3"B SED = 22680 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 23 PLIES- 1 TOTAL= 23 REV. 18.2c4 SCALE =0.2794 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT')E*SF{ALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANOLING, ERECTION ANDO15/99DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T QpTC OL 7.0 PSF DATE 04/15/99 FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REir ' MALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °4;13 . SC OL 10.0 PSF DRWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T 0.0 PSF L�1S TRUSS AND UNLESS OTHERWISE LOCATED Mi THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHARD 8C LL CONNECTORS PER DRAWINGS 130, 150 G 15OA—F. OESISN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING--SEE a T A Te pr` CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER q IURI* ,? TOT.LO. 37.0 PSF O/A LEN. 25 SEAL ON THI5 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1S °j6~yy OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. T T T i t NAT F AT F T T SPACING 24.0" TYPE cOmn CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18011 Address: 1620 FRANCIS AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE j Est. Value: 40,000.00 Parcel Number: Improv.Date Issued: 4/01/1999 OWNER!INFORMATION Name. BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 4/01/1999 Phone: (904)221-0141 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACT-0 S APPLtCATiON FEES B &G PLUMBING PERMIT 46.50 i 4 I f n =R uitecl. UNDER SLAB PLUMBING ROUGH PLUMBING SEWER 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. Date: 4/81/99 81 Recei{,$46.5014 ATLANTIC BEA H BUILNNG DEPT. CHECKS HISBIS3221008 ,qty r 1, i i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT j JOB LOCATION ' 16 .2a i cApicis RV1E `• ;OWNER OF PROPERTY : 46ACU eS 9M/TA 7- PLUMBING PLUMBING CONTRACTOR a~G PCom41NG Ga .CONTRACTOR` S ADDRESS : 1,3q17 6459C# CSC✓p• STATE LICENSE NUMBER: GFCa 2zs93 TELEPHONE: 123- 35PS v HOW MANY OF THE FOLL0WING FIX'T'URES INSTALLED SINKS SHOWERS t Z LAVATORY WATER HEATERS it Z BATH 'PUBSDISHWASHERS f ---- !' URINALS J DISPOSALS CLOSETS WASHING MACHINE ] l. FLOOR DRAINS � SHOWER PANS ;1 ! OTHERi TOTAL FIXTURES : �1 _ x i;3 . ' 0 + $].5 . 00^ ►j ` 'MINIMUM PERMIT FEE SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR : ,I -------------------------------- --------------------------------- 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 1' SEWER CONNECTIONS MUST IIE CALLED INTO PUBLIC WORKS FOR INSPECTION ' PRIOR TO COVERING UP - ( 904) 247 -5834 i�' CITY OF ATLANTIC BEACH, FLORIDA Awrov••br APPLICATION FOR tIECTRICAI. ('gRMIT TO THE CHIEF ELECTRICAL INSPECT011; 0Al L. IMPORTANT NOTICE; i IN CONSIDERATION OF PERMIY -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. C ` NAMECG BS �A�.1LB L ADDRESS: RFD BOX a Lou.&IZE /OC90 Ras.(✓1 AFT.( 1 COW.( 1 PUGLIC( I INAU&( I Nsw 1 I OLD ( I REM t ADDITION( ► TRAILER ( ) TEMP.(✓J SIGNS ( I SQ FT. SERVICE; NEW(V!/ INCREASR L 1 REPAIR t 1 FEE lIZ9 AMPS COPPER I I ALUM. (,,f' "IfT,"Flyj FZIl AMPS PH V4 VOLT IlAfekyjAy FEEDERS NO. SIZ9 NO. 81ZE NO, SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL .. O.70 AMM. sw�TCNs• • INCANDESCENT PLUOREWENT i M.V. ,too AQ APPL.IANCUS ' BELL TRANSF. AIR H.P.RATING H.P.,RATING CONDITIONING COMP,MOTOR OTHER MOTORSAMP8 EIL HEAT; KW.HEAT ovill MOTORS H.P. _jfVOLTAQE PHS NO. I N.R VOLTAGE PIIS , ISC LLANE TRA FORMER : UNDER 800 V O ERI V 41w% ..... - DATE:�I' PRE-:SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY X33 WEST DUVAL STREET JACKSONVILLE, FLC)RIDA 12:'02 THE FOLLOWING FINAL HAVE AiNiD SATISFACTORY : C", _ ------ ------------------------------------------------- ------ -------------------------------------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY BUILDING INSPECTION DIVISION cc : FILE CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION''INFORMATION i Permit Number: 17978 Address: 1620 FRANCIS AVENUE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 i Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: 40,000.00 Parcel Number: Improv. Cost: 47,720.00 OWNER INFORMATION Date Issued: 3/29/1999 Name: BEACHES HABITAT Total Fees: 2,045.66 Address: P. O. BOX 50939 Amount Paid: 2,045.66 JACKSONVILLE BEACH, FL 32240 Date Paid: 3/29/1999 Phone: 904)221-0141 Work Desc: CONSTRUCT NEW HOME PER PLANS HSF 1066 f CONTRAeTOR:S APPLICATION FEES JOHN WIELAND HOMES OF JAX, INC. PERMIT 0.00 i WATER IMPACT FEE 340.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 5.06 { i RADON CAB 5% 0.27 l CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 0.00 CONST.SURCHARGE 4.80 SCHARGE/ATL.BCH. 0.53 FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION I i i NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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" i-D ACCORDING TO APPROVED PLANS WHICH ARE PART OF I HiS PERMi T AND SUBjEC T TO REVOGA T iON i FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLE Date: 3/38/99 01 Receipt: 9845546 ATLANTIC BEACH UILDI EPT. Total Naysent $2045.66 ,CCITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / L/I 2© C I Lute 3 3 - 9 s Heated Sauare Footage @ '( 'I. Oc) aer sq Garage Carport/Porch TOTAL VALUATION : `�L �Q0s Total Valuation 1st $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE + 1 / 2 Filing Fee 110) Fireplaces @ $15 . 00 'a BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE S A-0 WATER METER/TAP CAPITAL IMPROVEMENT �_ _ `3 2,1. 00 SEWER. Tor O OC Fp RADON ( HRS ) G G 5 J ; (. Z - SECTION H PAVING — HYDRAULIC SHARES 7, — (3- CROSS CONNECTION S ,166d, SURCHARGE X0.50 , . S 3 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Piwming Electric/New Electric./Temp SwimminaPool Septic Tank well. Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PROPER RECEIVED /TY DESCRIPTION 1j 5f; Lot # (lJ , Block # Section # MAP Subdivision: �/�� �GUC LAT City Ot Atlantic Beach` Street Name DESCRIPTION OF WO ldldg end Zoning or Address: ;2 d 14�eltdj)Cf (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: Njoit/oG,/TiYic S«13 Zoning Proposed District: Use: Estimated Value $ Lei GGd Exceptions or Variances Materials: J�jCh/L J/jJ/ill Granted: olid or Filled olid) : Roof: 45P/71 ��i/• Method of Heating:_�/1��?� _�� OWNER INFORMATION Property Owner: ��' /f�s �, Si��9T Phone: Mailing Address_ ? ., .. F ., �• � -Zip: Zd CONTRACTOR INFORMATION � 4JC G IV r Contractor: �/O�J�iv ./� Phone: Mailing Address: / GL 3 3 esG/G.67 ^7r1i y�G+��l//r.. PL Zip: 3t� Expiration STATE LICENSE NO: G' <! 117 Zlp Date: !!7 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. Owner Signature �C�'� �, CSO DATE 9- 3'`P? Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE ME BY THIS DAY OF , 199 i(0 F.'%'•:'nY;7:S. VILLANUEVA AAY c c trtit Exp. 12/17/2002 PUBLIC r+ N / NO Known 1100W 1.0. CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Water Impacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DF-HAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE, WATER SUPPLY CHARGE IS HEREBY FIXED AT 74EN7Y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEIX. ?/ BATHRoom GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) ( WATER CLOSET WAM CLOSET, TANX OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COX31NA ION SINK AND TRAY ;3) �lWASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _�DLSHKASIiER (Z) WASH SINK EACH SET 07 � FAIT (2))ICITC�iE.'i SINK (2) DENTAL LAVATORY (1) V LITCBFV SIix VITB WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (�) URINAL STALL, WASHOUT (4) FLUSHING M SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SY?HON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUT^I ICE MAKER (1/2) SHOP (2) suacFONs slNx (3) ® LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ` t Is $20.00 EAcm S 3 V0. O JOB INFORM.ATION / Ff , PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: / 6 2- 0 OWNER: YA is [tP� 1. Determine Occupancy Classification of the structure. Select occupancy classification 12- 3 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) O [v� b. Determine grade elevation for building. (Grade definition Chapter B2) m C. Determine building height in feet above grade. (Height definition Chapter 132) 0 d. Determine building height in stories. (Story definition Chapter 132) n [v]' e. Determine separation distance from exterior walls to assumed and common a/{ property lines. (Property line definition Chapter 62) [� f. Determine percent of exterior openings per floor. d';a °�. [ 3. Determine minimum Type of Construction necessary to accommodate proposed structure. ��PF (Chapter 66) [ a. Determine maximum allowable heights and floor areas for Types of Construction 0 V, and Occupancy classification. (Table B500) [t� b. Check allowable height and area increases permitted. (Chapter 65) ©,^` [ 4. Check detailed Occupancy requirements. (Chapter B4) p [L,K 5. Check detailed Construction requirements L< Ivr a. Fire Protection of Structural Members (Chapter B6 &Table B600) e t b. Fire Protection Requirements(Chapter B7 and Table B700) p �` 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) [L,K 6. Review design as related to standards. (Chapters B16- B26) (.� 7. Check other requirements as necessary. [,•a' a. Construction projecting into public property(chapter B32) [t.]� b. Elevators and conveying systems(Chapter B30) .4j�,04-- C. Sprinklers, standpipes and alarm systems (Chapter 139) hi- 1%4— d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures (Chapter B15) (v1 f. Light, ventilation and sanitation (Chapter B12) d [ ] g. Other d 3 '� � CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: t-,., G 4A'�- Don C. Ford, Building Official don/sb.1 Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Single Family Home BUILDER: Beaches Habitat AND ADDRESS : 1620 Francis Avenue PERMITTING CLIMATE Atlantic Beach, FL 3 OFFICE : City of Atla ZONE : ll_ I 21_ 1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft . ) 5 . 1066 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 6 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a . O . Osgft . 00sgft b. Tint, film or solar screen 8b . O . Osgft /360 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a .R= 0 . 00 , 146 . 00 ft 10 .Net Wall type area and insulation: a. Exterior: 1 . Concrete (Insulation R-value) 10a-1 R=12 . 00 , 980 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 1066 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 uncond 13 . Cooling system 13 . T2�e : Central A/C l SEER: 10 . 50 14 .Heating System: 14 . Type ` Heat Pump HSPF: 7 . 30 15 .Hot water system: 15 . Typ( : Electric EF : 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 95 . 25 a. Total As_Built points 19a . 22264 . 56 b. Total Base points 19b. 23374 . 81 --------------------------------------------------------- -- ---- --- ------------- ---------------- --------------------------------------------- ------ --- - -------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 3 S--_ 553 . 908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE : t ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ----------------------------------------- PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ---------------------------------------------------- --- - -- - -- -- -- --- - - - -- - -- - -- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ----------------------------------------------------------- ------ -- -- -- --- ----- Exterior Joints 606 . 1 To be caulked, Basketed, weather-stripped or other- & Cracks wise sealed. ----------------------------------------------------------------- -- --- - -------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ----------------------------------------------------------- ------ -- ---- --- ----- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. --------------------------------------------------------- -- -- -- ------- - -------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ----------------------------------------------------------------- -- --- -- -- -- --- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . -------------------------------------------------------- -- ---- --- -- ---- -------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition. --------------------------------------------------------------- --- ------- -- ---- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** --------------------------------------------------------- -- -- -- --- -- ----- ------ Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . --------------------------------------------------- --- -- -- -- -- -- - - - -- - - - - - - - - - - Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------ ---- -- ---- - - -- --- -- -- - - - - -- --- - HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . -------------------------------------------------------------- ----- --- --------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . --------------------------------------------------- --------------- -- ----------- SUMMER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT ------------------------------------------ GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS -------------- ------------------------------------------------- ---- ------------ NE 39 . 00 65 . 8 2566 . 2 DBL CLR NE 15 . 0 57 . 7 . 87 753 . 9 DBL CLR NE 9 . 0 57 . 7 . 79 410 . 7 DBL CLR NE 15 . 0 57 . 7 . 87 753 . 9 SE 21 . 00 65 . 8 1381 . 8 DBL CLR SE 6 . 0 79 . 1 . 73 344 . 3 DBL CLR SE 15 . 0 79 . 1 . 84 994 . 0 SW 30 . 00 65 . 8 1974 . 0 DBL CLR SW 15 . 0 79 . 1 . 84 994 . 0 DBL CLR SW 15 . 0 79 . 1 . 84 994 . 0 NW 40 . 00 65 . 8 2632 . 0 DBL CLR NW 20 . 0 57 . 7 . 87 1005 . 3 DBL CLR NW 20 . 0 57 . 7 . 63 727 . 0 ---------------------------------------------------------- -- -- --- --------- ----- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 15 1, 066 . 00 130 . 00 1 . 230 8, 554 . 00 10, 521 . 42 6, 977 . 27 ------------------------ NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM - POINTS ------------------------------------------------------- --- -- -- - -- - -- - - - - - - - -- - - WALLS---------------- Ext 980 . 0 . 9 882 . 0 Ext NormWtBlock In 12 . 0 980 . 0 . 38 367 . 5 DOORS---------------- Ext 38 . 0 6 . 1 231 . 8 Ext Wood 38 . 0 6 . 10 231 . 8 CEILINGS------------- UA 1066 . 0 . 6 639 . 6 Under Attic 30 . 0 1066 . 0 . 60 639 . 6 FLOORS--------------- Slb 146 . 0 -37 . 0 -5402 . 0 Slab-on-Grade . 0 146 . 0 -41 . 20 -6015 . 2 INFILTRATION--------- 1066 . 0 8 . 0 8528 . 0 Practice #2 1066 . 0 8 . 00 8528 . 0 ------------------------------------------------- TOTAL SUMMER POINTS 15 , 400 . 82 10, 728 . 97 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------ ---- ---- --- - - - - - --- -- -- - - 15, 400 . 82 . 37 5, 698 . 30 1 10, 728 . 97 1 . 00 1 . 100 . 320 1 . 000 3 , 776 . 60 WINTER CALCULATIONS ******************************************************************************* BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------- ---------------------------------------- ---- -- -- ---- -- - - ------ ---- NE 39 . 00 -10 . 6 -413 . 4 DBL CLR NE 15 . 0 4 . 6 1 . 32 91 . 3 DBL CLR NE 9 . 0 4 . 6 1 . 48 61 . 3 DBL CLR NE 15 . 0 4 . 6 1 . 32 91 . 3 SE 21 . 00 -10 . 6 -222 . 6 DBL CLR SE 6 . 0 -22 . 7 . 70 -95 . 3 DBL CLR SE 15 . 0 -22 . 7 . 84 -285 . 3 SW 30 . 00 -10 . 6 -318 . 0 DBL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3 DBL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3 NW 40 . 00 -10 . 6 -424 . 0 DBL CLR NW 20 . 0 4 . 6 1 . 32 121 . 7 DBL CLR NW 20 . 0 4 . 6 1 . 87 172 . 0 --------------------------------------------------- --- ---- -- ----- -- -- - - --- - - - -- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ---------------------------------------------------------- ---- ----------------- . 15 1, 066 . 00 130 . 00 1 . 230 -1, 378 . 00 -1, 694 . 94 I -413 . 38 ------------------------------ NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 980 . 0 2 . 2 2156 . 0 Ext NormWtBlock In 12 . 0 980 . 0 2 . 86 2805 . 3 DOORS---------------- Ext 38 . 0 12 . 3 467 . 4 Ext Wood 38 . 0 12 . 30 467 .4 CEILINGS------------- UA 1066 . 0 1 . 2 1279 . 2 Under Attic 30 . 0 1066 . 0 1 . 20 1279 . 2 FLOORS--------------- Slb 146 . 0 8 . 9 1299 . 4 Slab-on-Grade . 0 146 . 0 18 . 80 2744 . 8 INFILTRATION--------- 1066 . 0 7 .4 7888 . 4 Practice #2 1066 . 0 7 . 40 7888 .4 --------------------------------------- TOTAL WINTER POINTS 11, 395 . 46 14 , 771 . 67 - ---------------------------------------- TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------------------------------------------- ---------------- 11, 395 . 46 . 55 6 , 267 . 50 114 , 771 . 67 1 . 00 1 . 100 .466 1 . 000 7, 571 . 96 ******************************************************************************* WATER HEATING BASE __= I =_= AS-BUILT =_- NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT -------------------------------------------------------- ---- ------------------- 3 3803 . 0 11, 409 . 00 40 . 92 1 . 000 3638 . 7 1 . 00 10, 916 . 00 ******************************************************************************* SUMMARY ******************************************************************************* BASE _-= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------- --------------------------------------------- --------------------- 5698 . 3 6267 . 5 11409 . 0 23 , 374 . 81 3776 . 6 7572 . 0 10916 . 0 22 , 264 . 56 ***************** * EPI = 95 . 25 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 95 . 3 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I ------ --- -- --X-- -- -- - I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 I - ------- ------ --- -- -XI R-0 R-7 Wall R-Value . . . . . . . . . 12 . 0 I ----- ----- -- - - - -- -- -XI R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 I -X-- ---- ------ ------ - I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 3 I -X- -- - ------- --- -- --- I 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I ----------- ---------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 I --------- -X-- ---- -- -- I 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I -------- -- -- -- -- - -- -- I 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . I -- -- ---- -- -- -- --- -- - - I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 95 . 3 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear ------------ -X--- ---- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 I --------------------XI R-0 R-7 Wall R-Value . . . . . . . . . 12 . 0 I -- ------ -- -- -- --- - - -XI R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 IX----- --- -- -- --- -- -- - I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 I -X-- ---- -- -- ----- - - -- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 3 I -X---- ----- -- --- -- -- - I 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I ---------- ---- ------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF . . . . . . . . . . . . . . 0 . 92 I ----------X---------- I 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . I ---------- ----------- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MQNDAY prior to the scheduled meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. �d�X .So 939 17fox. /ffcfl. 1� APPLICANT NAME ADDRESS TELEPHONE 2. �,?.�9NG5 X49 , ,�� i �jZl9.0/��5 �avE �Ef�fiT ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: /o /3U�GD ✓`�/l>�c' i�} ES. 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS.- NUMBER OLLOWS:NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: O 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: 3r- 3- FT APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE 5 MIN. RETURN This instrument Prepared By: PHONE Name Address ;Fa 7,f ate. ��. 3zZyo Permit No. Tax Folio No. .4 NOTICE OF COMMENCEMENT Ch STATE OF & COUNTY OF VVAL- r% THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance Nwith Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 0+ Y 1. Description of property: (legal description of property, and street address if available) 2. General description of improvement: 3. Owner information h/� X39 I ci(Se►�Vv/�G� �tJK fL 31 zea a. Name and address: p6 b. Interest in property: /O©/d c. Name and address of fee simple titleholder (if'other than owner): 4. Contractor: .sM�t/ a. Name and address: /Oyu T.VeAlL S ��s Gf « b. Phone number: 1. /Z "A y440 c. Fax number (optional, if service by fax is acceptable): 5. Surety Al a. Name and address: A Bk: 91479 b. Amount of bond $ DOC# 99053539 c: Phone number: Filed & Recorded d. Fax number (optional, if service by fax is acceptable): 03/05/99 A.M. 08.59.03 HENRY W. COOK G. Lender CLERY. CIRCUIT COURT a. Name and address: /9 DUVAL COUNTY, FL REC. $ 6.00 b. Phone number: c. Fax number (optional, if service by fax is acceptable): 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in section 713.13(i)(a)7., Florida Statut , �d �, ,�/b 939 ��X $.�• /G[ 3L'L'440 a. Name and address: -,P0V/.9 A b. Phone number: c. Fax number (optional, if service by fax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(1)), Florida Statutes: a. Name and address: ,yA b. Phone number: c. Fax number (optional, if service by fax is acceptable): 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before tale byA�}fllD�-�'L�9'�K� Signature of Ow:: l who is personally known to nae or produced ... , t 1• 1 ♦f..-Cr-, , .. � � 7 �s#Ir•v`?"�i� ..d, .J I a i• �* jd,ilr�`'{j)) '_y i 'i p off T!i, o-� f� r i i w 7`• a .. y" � q"( t i _ P .,•�y (� Y f � $f.7"' f ° :,�.i. p—��,..••yl c.y.� FR .+�i • •"N+st':...Yt; _ 114'K,-- K.. yrs.. � t - y 3 'r'- „-y} y f -• � a It • i Ila. ! (• 1'- Ye l "' E f �cjj�' �� �{f • ot iYitiTi�I y� .I•�• I1e . 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'3�,�,,,,•., ��� ° r . t.i ri.?•j ii! r, 7 a i t1;_� + 11j �9lx+ti Baa y • — S A,� -a-*�-.'��i• v.q;i t t s -s�� �i,ar, ;rr a,`-e•+"•• -� !y f� .�'- - �!��_ jt� �. II i'-, � � ! • •a ; li�c as}a ��e�> 1,� ° • e• e • is �'gam✓ ? '� _�iy.. 4 a. `fi • 1$ r•' c7+ Y 'r 3'i . 1 + i! �s' . :�,�x!� k Enj.��i+� n� �•A r :r d ., ,� ♦ a i• ,y����i a _~ T 3e .. � �} �it+�l .-. 1. • '`-1 o-+.�a.° •sl r i ..,._i �.,.� {f '-- x `„_ -17 !,"� '-i ali�ry ,S •Lj . asio,}rl s _�a"f ? �1 f:3 Y.,-•y- \y 3 1 f ..3af�+eC•R-�'•'Y” "m?.',.,g,,,e_.,•S dr`- .. ...R.,, w.. ,P- b � Y r ; s. -r- � -�'t}1 i �i r �' fr1 S .,n�^�9' E 'n 29 a -4 f4 �i'• ���,1�, $r EY+�i A. TOP CHORD TOP CHORD DIAGONAL BRACE \ 12 4 or greater 1412 NIMUM LATERAL BRACE SPACING(DBS) SPANTCH SPACING(LBS) #trusses U to 32' 8' 20 15 `. Over 32'-48' 1 4/12 1 6' 10 7 Over 48'-60' 4/12 1 5' 1 6 1 4 _ Over 60' See a registered professional engineer - DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord All lateral braces Lateral Brace -- lapped at least 2 Required trusses. 7— , 10'or Greater Attachment Required lop chords that are laterally braced can buckle -45o together and cause collapse ifthereisnodiago- nal bracing.Diagonal bracing should be nailed wV the underside of the top chord when purlins are PITCHED TRU.S.S are attached to the topside of the top chord. xfEM� p ,Qfotiwlr. TOP CHORD MINIMUM TOP CHORD DIAGONAL BRACE PITCH LATERAL BRACE SPACING (DBS) 12 SPAN DIFFERENCE SPACING(LBS) #trusses] ,<e SPIDF I SPF HFW Up to 28' 2.5 7' 17 12 \ Over 28'-42' 3.0 6' 9 6 <ep/ Over 42'-60'1 3.0 5' 5 3 \� Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord / Lateral Brace All lateral braces - < ---,� /� Required /� lapped at least 2 ��� trusses. 10"or Greater Attachment \ � Required — ^ 2.5 X12 �___ �� ey Q Top chords that are laterally braced can buckle ey Q(t� togatherandcause collapse ifthereisnodiago- nalbraeing.Diagonal bracing should be nailed to the underside of the top chord when purlins s=45° are attached to the topside of the top chord. SCISSORS TRUSS Frame 3 TOP CHORD 2x4/2x6 PARALLEL Continuous TOP CHORD DIAGONAL BRACE CHORD TRUSS Top Chord _ Lateral Brace — MINIMUM LATERAL BRACE SPACING (DBs) Required i rT SPAN DEPTH SPACING(LBS) #trusses Top chords that are laterally bracedcanbuckle SP/DF PF HF togetherandcausecollapseifthereisnodiago- 10"or Greater Up to 32' 30" 8' 16 10 nal bracing.Diagonal bracing should be nailed Over 32' 48' 42" 6' 6 4 to the underside of the top chord when purlins are attached to the topside of the top chord. Over 48'-60' 48" 1 5' 4 1 2 Over 60' See a registered professional engineer Attachment DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Pine-Fir is �0 oTrp�Sea y f pF/HoC. 301 or greater o i Ot`e All lateral braces lapped at least two trusses. o The end =45 diagonal brace for cantilevered End diagonals are essential for trusses must be stability and must be duplicated on placed on vertical both ends of the truss system. webs in line with the support. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace together and cause collapse if there is no diago- Required nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins 10"or Greater I are attached to the topside of the top chord. Attachment 1y Required 1y Trusses 2'o.c. Q,OsI �i� - Trusses musthave lum- ber oriented in the hori- All lateral zontal direction to use this braces acing• at least braces lapped p two trusses. M450 I End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 JOb: (9-0293) L 0 T 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 DBLDG. NOT LOCATED 0 PSF, D WIWITHIN 85FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC 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 AND/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 �^ m 12 m 5 � vT 4(A1) 1 8'1"2 7'1"B I I_ 2' 7 I� Rv-403# U-2500 W-3"B Rv-70Y U-200# NAILED TAG = T9 + SEG = 52423 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 14 PLIES= 1 TOTAL= 14 REV. 18.204 SCALE =0.7320 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 02/11/99 T C LL 20.0 PSF REF (� *IMPORTANT*)( SHALL NOT BE RESPONSIBLE FDR ANY WARNINGIN HANDLING, ERECTION AND /. n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �C,IT pn_ TC DL 7 .0 PSF DATE 02/11/99 FAILUPE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -T9 10 .0 ALPINE CONNECTORS ARE MADE OF 2UGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °4;;'I"- �� BC DL 10 •0 PSF DRWG " V A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER F� JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THISBC LL 0 •O PSF DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 7 CONNECTORS PEP DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 5 A T T;F `<�RT� TOT.LD. 37 .0 PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS G 1PT. AN ENGINEER-5 ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER °•r o" �Q' 1 .25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYwALL APPLICATION. FURNISH A COPY OF THIS •f•T DUR.FAC. IN ONLY. AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. crsIPNED DEt1G1�`' ISPACING 24 D" T Y P E spec --TPI " TRUSS PLATE INSTITUTE NOS 1991 NATIONAL OFSIGN SPECIFICATION FOR WOOD CONSTRUC.TT— _ ____. .._ Job: (9-0293) LOT J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 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. 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 AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-99# NAILED 10'2"6 in a1 ti 12 N 5 � i W r1 8'1"2 5'1'8 �--- 2 5' Rv-339# U-230# W-3"B Rv-44# U-2000 NAILED TAG = T6 + SEG = 52427 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE =0.9207 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF /Y2 *I MP OR T A N T** SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND P" DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �c� T pm_ TC DL 7 .0 PSF DATE 02111199 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ';`'I .1 ALPINE CONNECTORS ARE MADE OF 20GA GAIV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �` 23Ic9 A BC DL 1 0 .0 PSF DRW G " A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER (\\\VU()^\\v 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 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE S TA TE OF ,^ CONFORN./APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER IOR1o' TOT.LD- 37 .0 PSF 0/A LEN. 5 = ` �e SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS A OUR.FAC. 1 25 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, rET'fi11 SPACING 24.0" TYPE spec RVSS PLATE INSTITUTE____ S - 1991 NATIONAL DESIGN SPECIFICATION FOR-000 CONSTRUCTION Job: (9-0293) LOT J3 THIS DWG. PREPAPEO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCC1. BOT 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 DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 27.62. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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. Rv-28# NAILED 9'4"6 12 5C7 —�- W2X4(A1) Q 8'1"2 3'1"B 2• Rv-288# U-220# W-3"B Rv-17# U-200# NAILED SEG = 52432 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE =1 .2405 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �S T gc� TC DL .1 7 .0 PSF DATE 02/11/99 n \\U1�`1vIAv\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p.i•ic.� O 0 PSF DR WG ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENT5. UNLESS OTHERWISE INDICATED• TOP � 42319 /� BC OL 1 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T BC LL 0 .0 PSF JDM J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER ORAMINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 5 i•iE or CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER TOT.LD. 37 .0 PSF D/A LEN. 3 F i .25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j .. o �Q DUR.FAC. IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `rTO"El ' 0--TPI • TRUSS PLATE INSTTT TE N - 199 NATIONAL DESIGN SPECIFICAT N F R M CONSTRUCTION SPACING 24.0" TYPE spec i Job: 9-0 9 3 LOT J4 THIS DWG. PREPAR�O BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N AN UPLIFT REACTION OF -165# OCCURRED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, $BCCI, 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: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. 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 PROPERLY. 8'6"6 p1 W2X4(A1) 01 12 1'1"8 2' T 1 Rv-370# U-270# W-3"B Rv-2a„#-163A`200,1ILNM LED TAG = T8 + SEG = 52436 PLATE-WAVE TPI95 TPI-95 (STO) QTY= 8 PLIES= i TOTAL= 8 REV. 18.2c4 SCALE =1 .8460 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 02/11/99 TC LL 20.0 PSF REF *IMP 0 R T A N T** SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� \ DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY 7PI. SEE THIS DESIGN Eco T M. TC OL 7.0 PSF DATE 02/11/99 \� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O ALPINE CONNECTORS ARE MADE OF 20GA GAL V. STEEL MEETING ASTM DUIRENENTS. UNLESS OTHERWISE INDICATED. TOP `f42319� ?, BC DL 10 .0 PSF D RWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T BC L L 0 O PSF JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 807TOM CHORD CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY A77ACME0 RIGID CEILING-- SEE s r.r e as ` g TOT.LD. 37 .0 PSF 0/A LEN. AOR fo 1 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '.� ..` Q. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS CJ "rr •' DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. rFAEDoEt SPACING 24.0" TYPE spec --TPI - TRUSS 11ATE INSTITUTE .111 - 1991 NA1111MAl DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Job: 9-0293 LOT J5 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*** SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, OPEN BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE 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 2.8 0 8 -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. 1 T -89.2 -89.2 2.8 2.9 0 B 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 ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRRVET��# NAILED -33 # 55 197 1'5"7 2'9"15 2'9"15 2'9"8 '. 9'10"13 - -� W3X4 �^ 3.54 12 m m �^ Fl QT 2 1„2 1 10'2"5 -) E----- 2'9"15 9'10"13 1'5"7--�- 2'9"15 2'9"15 2'9"8 -39# 35 B8 Rv=370# U-200# W-4"15 Rv-350# U=200# NAILED TAG = T5 *SED = 52440 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES= i TOTAL= 4 REV. iB.2C4 SCALE =0.5915 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 02/11/99 T C LL 20 .0 PSF R E F )(*IMPORTANT*)( SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 'rT r \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T Rn_ TC DL 7.0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °`x2319` �� BC DL 10 .0 PSF DRW G (\�\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER JDM (�)\ TPUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s r.,E.. V CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER -q �IOR T�� TOT.LO. 37 O PSF 0/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS m�''jS�,,F�yy�,�r__ .'" DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. r`nODoET'�'1 "_.PT . -1-C - T-1-ITF 11- , - f,�,TT� - 11 „-„ SPACTNG see above TvFOF SDP.0 Job: 9-0293 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" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12'6" 12.6" W4X4 rn 5 p W1.5X3 W1.5X3 Q � Ln ;v W2X6(AS) w2x6(A 1) ——T_ t Z±1- wx w 8. 1, x . 25' 2' 1- 25' - - 2 —-� Rv-1036# U=540# W-3"B Rv-1036# U=540# W=3"B TAG = T4 + SED = 52419 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 12 PLIES= 1 TOTAL= 12 REV. IB.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE02/11/99 TC LL 2 7 PSF DATE 0 2/1 1/9 9 0 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN MANDL ING' ERECTION AND n \ DEVIATION FRO. THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE MIB-9f BY TPI. SEE THIS DESIGN Eco icg, TC DL FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE\\ 10.0 1 ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 70P °�'A2319�F F�`�, BC OL 10•0 PSF DRWG A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T BC L L PSF JD M TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNLCTCRS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T T PI TOT.LD. 37 .0 PSF 0/A LEN. 25 CONf OR. ./APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER "9 °�SFTOR TO, Q. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS SCJ �f' .'' DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STEREO E '1 SPACING 24.0" T YP E c o m n --TPI - TRUSS PLATE INSTITUTE NDS - 1911 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION Job: (9-0293) LOT T3 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 &24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11' 3 11' W4X5( W4 6 5 C7 W1.5X3 W1.5X3 e v v= W2X6(A1) W2x6(A!) W W 8. 1 25' �2. 25' - 2' --I Rv-10360 U-5400 W-3"B Rv-1036# U-540# W-3"B SEO = 52415 PLATE-WAVE TPI95 TPI-95 (STD) ' QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF *IMP 0 R T A N T**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN Eco'T cqn.�" TC DL 7 .0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ��9�T�. 10 O PSF DRWG ALPINE CONNECTORS ARE WADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °'4231" J� BC D(- A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T BC LL 0 .0 PSF JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD n CONNECTOAS PER DRAWINGS 130. 150 0 I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE ,c fr'``;oy: TOT.LO. 37 .0 PSF 0/A LEN. 25 UCONFORW./APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE !7/1/911 FOR PROPER 10R 1� 'L-Q. + �� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COP Y OF THIS �'Is '' �• ''"lA'� OUR.FAC. 1 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. rFAED oEi'�'1 SPACING 24.0" TYPE h i p S --TPI TRUSS PLAT INST TUTE N S 991 NATIONAL OESIGN PECIFICATION F R WOOD CONSTRUCTION Job: 9-0 2 9 3 LOT T2 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense : T2 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 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 @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' 7' 9' - -� W4X5(R) W4)6 T 12 T 5 p c v 1= W2X5(A1) W2X5(A1) W X4 W1. X �8. 1 25' �-2 25' - 2' —� Rv-1036# U=540# W-3"8 Rv-1036# U-540# W-3"B TAG = T2 �, SED = 52410 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF n *IMP 0 R T A N T**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND P"c NAIL\v CEVIATIDN FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN gcT C DL 10 0 PSF DRW G 7 .0 PSF DATE 02/11/99 (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST9T 8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ^T� ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �f 423f9�� �� BC DL 1 \\ A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER T BC L L 0 0 PSF JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER ORAKINGS 130. 150 c 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE E°`= TOT.LD. 3 7 .O PSF 0/A LEN. 2 5 CONFORM./APPLICABLE PROVISIONS OF NOS c TPi. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER "�:� <OR SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 •1 IN ONLY, AND SHALL NOT BE RELIED UPCN IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. slf' D nEl _ .. ... .. _......_., �... ._ SPA('TNr, a4 0" jTvpF h IDS Job: (9-0293) LOT T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT 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. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. #1 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' -}- 11 7' T W4XB I 441 B _ 12 T 5 p m ^I m m I° w2X10185R) w2X10(B5R) �_ 8 1 W x H 1 w x 25' �- 2 25 2 7' J 11' --� 7, 428# 428# Rv-1903# U=930# W=3"8 Rv-1903# U-930# W-3"B TAG = T1SEG = 52406 PLATE-WAVE TPI95 TPI-95 (STD) ' OTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 02/11/99 TC LL 20 0 PSF REF t *IMP0RTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANOr`DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN 'rte T M_ TC OL 7 0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPIFOR ADDITIONAL SPECIAL PERMANENT BRACING RE N, ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP °•`423f9� �I� BC OL 10 0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITjPRrER JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTBC LL 0 0 PSFCONNECrGR$ PER DRAWINGS 130. 150 G 160A-F. OESIGN STANOARO$ WITH PROPERLY ATTACHED RIGIDCEILINsre or „CONFORM W/APPLICABLE F-OIISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOOT.LD. 37 •0 PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY �'f 44F--',,,�r DUR.FAC. 1 •2 5IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRAll`--TPf TgV55 PLA iE TNST TUTE Nps 1991 NAT]ONAL DESIGN SPE CIFTCATION FOR Wp00 CONSTgUCTi SPACING see above TYPE hips �G a BEACHES HABITAT HVAC LOAD ANALYSIS for i Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 Carrie Five Stais MjjA( Commercial HVAC Load?m Prepared By: Andy Bryan Ocean State Heating &Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249-8251 3-5-99 RHVAC-Residential&light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg&A/C V Beaches Habitat Neptune Beach,FL 32266-1798 3-5-99 Page 2 Project Summary Design Data Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.719 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,334 Btuh 23.334 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,900 Btuh 15 % Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. - Friday,March 05, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 3-5-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 1O 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 Ductwork: 0 1,112 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,322 1,980 1,310 3,290 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: 23,334 2,900 16,869 19,769 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.719 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,334 Btuh 23.334 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,900 Btuh 15 % Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. II Friday, March 05, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach, FL 32266-1798 3-5-99 Page 4 i System #1 Summary Loads Component Area Sen. Lat. Sen. Total I 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 Ductwork: 0 1,112 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,322 1,980 1,310 3,290 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: 23,334 2,900 16,869 19,769 Check Figures Supply CFM: 767 CFM per square foot: 0.719 Square feet of room area: 1,066 Square feet per ton: 583.902 System Loads ---------- Total heating required with outside air: 23,334 Btuh 23.334 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,900 Btuh 15 % Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) ---------- Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday, March 05, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach, FL 32266-1798 3-5-99 Page 5 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Cig Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 176 5,507 72 0-0 3,594 884 163 1.00 163 163 Bedroom/Bat h 2 Bath 2 100 2,250 29 0-0 2,101 212 96 1.00 96 96 3 Bedroom 3 137 2,195 29 0-0 2,054 407 93 1.00 93 93 4 Living Room 233 6,522 85 0-0 3,328 648 151 1.17 176 151 5 Dinette 105 3,056 40 0-0 1,209 236 55 1.30 71 55 6 Kitchen 98 1,285 17 0-0 2,350 106 107 1.25 134 107 7 Bedroom 2 217 2,519 33 0-0 2,233 407 102 1.25 127 102 System 1 Totals 1066 23,334 303 16,869 2,900 767 861 767 Main Trunk Size: 12x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,900 19,769 Recommended: 1.826 77%/23% 16,869 5,039 21,908 System #1 Equipment Data Heating System Cooling System i j i I Friday, March 05, 1999 N00 5'00"W 341.00' _t-r-61.00 -_^50.00 --�- y 50.00 ,--- _ 60.00 --Y- EA 1 r -+- -�.- -r- !.•`L-5' JEA ND 4'r4'CONCREI[ 1 I I I MONUMENT NO IDQR1flCA 1 i I 1 2�'BRL0' eRI20' BRL �I. a t0 r m J p O Op p O �' p z� o ^f { ^ ^f f� o a o �- 1 10'x10' JEAEE I I I m m`�° N 10'x10' JE �.g ig 20' BRL -20' 6R1. �2o' BRL L ?o• BRL EASEMENT 0'f a. 0 4 1$ S( (� L20' BRL ?dN°' -� -- - - _-------- 1�- --- - - - 5 N Y 0 ^�15 UTILITY EASEMENT ,� �15 VnLIT EASEMENT ED I -- 61.00' co 0_...1. = - �- _--- I^-_50.00---- -----60-�--- I - 50.00 f ;x m -� a —j I r ? S00'49'19" 55.06' m 20' BRL 20' BRL ',/r' 20' �tL�7 f 20' BRL I �C ► �7 — ` lb w-�� :rel i V)1 ( I o o w 00 � tp i ro Z Z CO p l n I �1 w l - p -! �<o p p I•- oao Im o o f C) �I o o o o p 1 a. J J inl 01 J ;nl1-0 iA N }y 20' BRL L20' BRL 1 ) I M � 20' BRt, Lr co 7 ' I BRL 5' JEAE _ _ _ 4.55' 10"""1- - _ —`�' " - -. ,_ 5' JEAE 1 10' FOUNDONUMeu No r_ S00'45 30 E 61.01 S00'45 30 E 5 .01 S s'S7'S8'yy 5013'.,.., _ -6�.00r , -•- TRACT "A" 161.0 ' j DONNER'S REP J E 105.47' 5.55' 500'15221-00 3.80 .... S00'45'30"E 114.53' 500'38'45"E 33 y 10.00' ._ OO IDENTIFICATION p PE NO AT ORIONAL (� SOUTHEAST CORNER LOT E iE CITY OF ATLANTIC BEACH FOR INGRESS, EGRESS 10 FOOT ALLEY