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1520 Richardson Lane (vault) JOB ADDREM �—TYPE WORK NPl) PROPERTY OWWER PGC S / �%� TELEPHONE 7/ - CONTRACTOR r/�!� �/f '/ </ ��i 4S_TEL PHONEGr�02 -, 7 PERMIT NUMBER /X00 DATE // O //g INSPECTIoNS.• Foon7vG L) - SLAB TLE BEAM LEVM NALU7VG/SHE4THI?VG FRAMING/COVER UP - v INSULATION a2=0 FINAL BUILDING - 5- .o (U cT7� F OCCUPANCY q As.0 LEcnucL PERmm LVSPEC77ONS ROUGH MAL - _00 NBCZL4NIC4L PERM.M INSPECTIONS ROUGH -0 FINAL `� ` a PLUNKING PERMIT# IZVSPEC77ONS ROUGH/UNDER SLAB TOPOUT 1 �o WATE"E*M FINAL NOTES: p1.0A*rM9NT OF O ctATLAWrAc -'- PERMIT INFQRMATION. LO ATT+ON INPORMATIO -� --_ spit Nu*b ar: $151, Addr4ies° 1520 RICHARD0014 LANE fir` it 'TY : z RF-ROOF ATLANTIC BRACR, F'L,QRI 32233 . an a -,Wax*, t NEW LEGAL 'DESCRI PT OX snsl tr. T ► W000 FRAME , Lot: Block; Cod �, Subdi�i�# mato `Si '' suet r *0r00 . i pro,V* c6st 1 $0.00 � . " Total_ �'r : 74 � f� Ateou *22.,50 i ,. � . , .. s , ATY� APPLICATIOX FRES --- PlT 2 .5 A ' roe � C�: LANK SIA 1, PAC EE,,', � LC3RI " FRG ., FORM, t+� RA�C1N ��� 5X $0. 06 HER If YORAULIC SHARE C}. O Xp A f2 NS 'ECT F'RR 0 SEC« H NPACT FE C. ., M I� i � I h �f r n NQ Jcr,. LL..00%C� C f7t k0 FOOTING MUS SE I -i+�T t ri.t Mi'ft i71 PERMIT VOID SIX MONTHS AFTER`OATE OF ISSVe 'SUf E71Nta.MATERI L,RUBBI§H ANO bf#RIS"FROM THIS,W09K MUST NOT BE PLACI=D IN PUBLIC SPACE,AND MUST BE Ct AR D UP ASID, #�iJ�Ep.AWAY'BY..gitHER CONTRACTOR OR OWNER: . It y E. MECHANIC LIEN LAWCAN RESUL 4N IICE Fd umb,''O I VI""M KT':i. : ; WILI 11 iN ACCC1RDt TO.APPRQVEQ PLAN,S WHICH ARE PART Of THtS PBRNFt"t AND SUBJ REVOCA7i R 'tC3'N OPAO ABLEP, st'mos o LAw. y ATLANTIC BEACH 13 IL61146 O PARTMENT 777 �. amtlzxa� .S�Y ��1 a4iX.n' ._.. m z .r u..,• - ' CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s): •'�''� Y �J` Address: 14c't1naDr"A.) � Phone: Lot # Block or Unit # Subdivision Contractor: CCII?r K- Address; Phone: State License No. Describe work to be done: Materials to be used: T Signature OWNER. ' Date: Signature CONTRACTOR: 1-1171 19,11 Q ED 1plwe O I rN I a Ai�` V w � Xo' 0 AV '-R f Q Q E ,. a D 1999 Building and Toning,=� jj//� __����� //CITY OF 4&44 w- /3�-14 Office of Building Official REQUEST FOR INSPECTION Date Permit No. ! f6 Time //� /� A.M. Received (/ ' SCJ 10--7- 0 -7- .t.) Job Address L ocality Owner's Nr_ ame 1 Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab -1 Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ i Pre Fab r�-READY FOR INSPECTION A.M. Mo Tues. Wed, Thurs. FridayP.M. A.M. Inspection Ma Q P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date /nCITY_ -O/F 4� /3 -41oz a Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time j t Received P I f Job Ad ess � L It " Owner's ' (� Contractors' - / BUILD G CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place E-' Pre Fab READY FOR INSPECTION A.M. Mon. moi ) Tues. Wed. Thurs. Friday` RK A.M. Inspection Made 2 PM. Inspector . Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF oqv I 13MC4 � Office of Building Official REQUEST FOR INSPECTION Permit No. Date � Time P.M. Received Locality Job Address ; c)�Z- Owner's ontractor Name PLUMBING MECHANICAL BUILDING CONCRETE ELECTRICAL Rough � Air Cond.& O g [I Footing Rough Wiring ❑ g [7 Heating Framing I Temp Pole 1' Top Out Re Roofing ❑ Slab ❑ Sewer C7 Fire Place Insulation ❑ Lintel Ci Final Pre Fab READY FOR INSPECTION A.M. Friday-RM- Mon. Mon. Tues. Wed. A.M. Inspection Made Final Inspection a {nspector Certificate of Occupancy O Date CITY OF fY�KiiK (C Bwc- f:-"f LMKf:Ii Office of Building Official 4 REQUEST FOR INSPECTION Date r ` Permit No. Time A.M. Received R Address /� -- Locality Own l J Na e Lv? Contractor BUILDING f, CONCRETE ELECTRICAL UMBfNG MECHANICAL '—p�---._.- Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab E Temp Pole O Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place O Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. \w Fri 9 P. A.M. Inspection Made G" P.M. Inspector Final Inspection O Certificate of Occupancy F-- Date Date BUILDING, PL4NNING AND ZONING INSPECTION DEPARTMENT CITY 0FATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: y 3-v O r Building Contractor'"` ,A, Building Permit Number: lS 6 Address : L e a l D e s c2itt l on:Lfb-0 Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as 17 Lowest Floor Elevation : required as built BEFORE ISSUING CERT7FICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE OTIFIED DATE APPROVED BY Fire ,q. Public Works Building '`7�` - y � � 16 c7 QC nn /nCITY O/F ri�� /3 - � Office of Building Official REQUEST FOR INSPECTION Date ( o Permit No. Time A.M. Received P.M. 20 � Jo Address �� f Locali Owner' � "" Nam Contrac BUILDIN CONCRETE ELECTRICA PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out Cl Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made ' D ^ �PM'7 Inspec _ Fin ` Certificate of Occupancy CITY OF / 4&4a& Beads- Office of Building Offic' - 0 ik � REQUEST FOR INSPE IONDate 3-- Permit No, Time A.M. Received P.M., /-,5-060) Job ddresss `, Loca ity Owner's Name Contrac UILD CONCRETE ELEA_Ir% LABING ECHANICAL Framing— ❑ Footing ❑ Rough Wiring ❑ ❑ Air Con Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ INSPECTION Mon. Wed. Thus. Friday "�CC..__..✓JJ Inspection Mad A.M._ ©� ertificate of O cupancInspector Date +I' Cgertiftrate of Mcclivancu ISIT4 Of ' Atlantic War# -- Nforida � m tparittieui of Nuilbing Inspection � t Ais Cerfi icate issued ursuant to the ren-:it-:,:;,` .=fes <,s{.� } P s__ r..,._,r_s =:-tit:''z-10 G" eSouthern Standard Building Code certifying that at the time of issuance this structure wn__s in Compliance:with th e various ordinances regulating building construction or use For the follo,.:in6 gl Single Family Residence g Use Classification g B�dct_Permit�a:._ 14!lRfi R Group G?_# ram- Tare cor.suction Sia Fire District- Atlantic Beach -- Box Q94Q 22L t Owner of guiidingBeaC�leS Habitat s.�:irsrss ��� j�„"Bpar,ti: F'f, '1, -.;(1 sua o Address3.-zu 4ichardson LaneLocatity Atlantic Beach, FL 32233 1 (I i I _ i if LTi G FORD jf Building Officialf Date: POST IN A CONSPICUOUS PLACE f 1 - _— sa_ labiiIR ss;s��yxi �:a.. ,���:a r�a se- a R a ■a�a-a s�sr ���.►,� gstall.�llQa II [ontir If M oil I SI '� za iilt i�il IIT -•� ��1 T �In�i�JDriin" a - _W F f,r. - C!-LLtICllLe lSSl F/t 7iTi.T- - /fn ft'. _ 01 Buddfrig Code certifying that nt tho+ o ^„ & i Y various ordinances rFpu/nti.»g 'llddin�OOna'tiriiC't.t0/L OT use. For MI. � Use Classification Single Family Res dente -- - Rlrin-Permit Mn i ]0f).Q I� i ii:iioP9.ITa/.7a 1 5e, r,...... E-2, ;- _ __- IIsi iii ii �I ` rise gist at auLiC Beach Cwner of L3uiitlingBeacheb- Hab.UaL Q. BOX 5(14 AQ iB Iii rQSon Lan Locality_Atlantic - -- -_ _ earh FL �� �� Budding Offic:i�'a_i —_,.— - Date: tP V r di POST IN A CONSPICUOUS PLACE IMI�W f ii 3�4Btr�i: [ifi9:lfflff�'£5 . . T FLOODPLAIN DEVELOPMENT INFORMATION i Location:: ��i /�E���c'>,,cl �9.C/E Z �`�q�27VY Type of Development: � Flood Zone: X Required Lowest Floor Elevation: ( 5 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 perrnit 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 9Y Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Repres ntative Tertifirate of Mrrupanq Titg of Atlantic igettc4 — Nloriba � 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. Single FamilyResidence 3 .Use Classification � Bldg.Permit No. �.g08� Group `r•fraMe Type Construction Sfa Fire District (Atlantic Baach j Owner of BuildingBeaches Habitat AddressLr'kcari_?WN,ch}F1, 122 t BuMogAddresJ520 Richardson Lane Locality Atlantic Beach, FL 32233 j By. DONS fC. FORD— ( , 1�1�� Building Officia Date: • POST IN A CONSPICUOUS PLACE CITY OF Feat 8OO SEMINOLE ROAD ATLANTIC ANTIC BEACH. FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE_ _41- 6.O U 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 Please call me at 904-247-5826 if you have any questions. ...Sincerely, a CL7� ATLANTIC BEACH BUILDING DEPARTMENT Win M ii &M.M. riiiiivr tyvwi Z41-36111) MnM T!!T --i coin lieLea oil eaQii VL l-ilt� 1Vi ivi+i i ily catai i.ai ,CJ: z n. lancm al7l Q o K v JAI-' PIN 4V rr 1 1 Q ECEIVE elf,e � o : 5 1999 Building arra der PROPS SCRIP31ON 7 Block Section # j Subdivis' n: Beach 'Y Street Name -bg§dRIPTION OF WORK or Address* [�-�b (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description '00�?v Class of Work: (New Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning Proposed District: Use: G J Estimated Value Exceptions or Variances Materials: Granted; Soli or Filled Ground: Roof Method of Heating: OWNER INFORMATION Property Owner: --Phone: Mailing Address ;PCI:51 0_E__A_ "Te C/ Zip: tl CONTRACTOR INFORMATION Contractor:�LN L1<1 Phone: Mailing Address: 1vTeqA1'v7T4—_—'-17v 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 BE PROVIDED AS REQUIRED. Owner Signature DATE 9"7 Contractor Signature DATE SWORN To AND SUBSCRIBED BEFORE ME BY THIS DAY OF 0C+d0tAt_ 1996T f ffrj CHERYL L,YN NOTARY PU��IC WILLIAMS'A My 412003] TARY My C,,,Exp,7,114/2003 No. 56 PUBLIC r4o.CC 854756 I pmwally CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT LQCiTKkt,II OR ' AT141. Permit Number: 19620 Address: 1520 RICHARDSON LANE 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: DONNER Est. Value: Parcel Number: Improv. Cost: OWN. R INFt I TIC3Nr;>� , Date Issued: 2/22/2000 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/22/2000 Phone: (904)241-1222 Work Desc: CS2/0 150AMPS 1 PH 3W 240V 3"RW ALUM - NEW RESIDENTIAL SERVICE 77, APO A -0 BILL THOMPSON ELECTRIC CO, INC PERMIT 45.00 i MalROUGH 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. t.,._ $45.0814 AT NTIC B C BUIL G DEPT. CHECKS 222/88 81 Receipt: 883623$ 88188883221888 3652 CITY OF ATLANTIC BEACH, FLORIDA Approw"by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 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 Wil H THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES.r� -THOMPON ELECTRIC-CO c: P.0. BOX 3SQ150 ATLANTIC BEACH, FL 32233.0150 9('04ZX2 --I:�9�__ _ .2bl LFI M: MASTER ElE IC NAME ADDRESS: �"-��Ll��'/�t r ��'�L�/qFD BnX BLDG.SIZE BETWEEN: APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW I ! OLD ( i REW.1 1 ADDITION ( ) TRAILER ( 1 TEMP.( I SIGNS ( 1 SO. FT. SERVICE: NEW, INCREASE 1 1 REPAIR 1 1 FEE CON UCTOR SIZE AMPS _ COPPER I ALUKINN41. ,r G� SWITCH BREAKER AMPS / PH W„ DLT / RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. S12E. NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED _ OPEN TOTAL 0.30 AMPO 3{•500 AM Mb SWITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED I0.100 AMPS. GV EA APPLIANCES BELL TRANSF. AIR N.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS JCEIL_HEAT: KW-HEAT 0.1 OVER MOTORS N.P. I VOLTAGE PHS NO 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. lKVA CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT`INFORMA7 LE?CA'i#ON.J OR#A EON' . Permit Number: 19581 Address: 1520 RICHARDSON LANE 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: DONNER Est. Value: Parcel Number: Improv. Cost: OWNER-4INPORMATIO Date Issued: 2/11/2000 Name: BEACHES HABITAT Total Fees: 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/11/2000 Phone: (904)241-1222 Work Desc: INSTALL CENTRAL HEAT AND Alk IN NEW HOME r OCEAN STATE HEAT&AIR PERMIT 43.00 7 444 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: 2/14/00 01 Receipt: 008340 CHECKS ATLANTIC BEACH UILDIN DEPT. CHECKS 149 1 BUILDING AND ZONING INSPECTION DIVISION CITY or ATLANTIC BEACH ATLANTIC w2Actf. ILOnIDA 19232 APPLICATION FOR MECHANICAL PERMIT CALL If+NUMBEn - IMPORTANT -- Applicant to complete all items in sections I, 11, 111, and IV. I. Street Addrett: 1Chl 'Q , cA-rt, AJT1C LOCATION Of Inferlecfinq slreell: Sefween And WILDING Sub•di.itiea ti. IDENTIFICATION — To be completed by all applicants . In cnnt;darar;on of permit gi.an fnr doinq the work at delc4bed in the above 1181,man1 we hereby 6,1.00 to perform 100d woil in eecordnncn .,;114 the ertach#d plant and tpecificetion% Which are a pert hereof and in accordanu with Ike City of Jaclsonvitle ordinencet and standards of goed pract;ce luted tl,e.,in. Name el Ai te /�C.OMaelat (Print) aGleWJ �NC / AMallet cc 7`• New* 01 14.p401 dans• E 5 Q /?47— Siiaatvra ei O.ne Signslure el er A.•fite.ited Age Alailsef or Engia••r Itt. GEN l INFOR Tl N � A- Type of Haling el: - �• IS OTHER CONSTRUCTION 111911114Nt ON Eleefrie THIS SUIl.O1N0 OR SITE? Q Gds—O V ❑ Nsfurel ❑ Central Utility II Y[fa GIVE NUMIIER QF co"SIAUCTION Q 01 PERMIT ` p 000 -- specify IV. WOCKMICAL IIQUNMIINT TO fit IHSTAtLSD NATUIIE OF WOnK (Irevk4 oe+aplots lisf of cempeweah ao ►sd of this "I �nelldenlial or U Commercial N•st ❑ speea ClReeetaad Gitfn) O /toM �Nerr NUllding (� Air Caadrfioaiwl; (3 K­,­ C•a1r+) /�/ ❑ Existing Bulldinp D+cl Syat•an: 1.1.►ariaL. f 1t►Icln.r_f� U niplecemenl 0/existing system U6010"um capacity S� 6.1.•11. New InstoNot{on(No system previously Insts!?6d) ❑ Extension or odd-on to exlsllnp system, ❑ Relrig•nriew ❑ Other — specify Q Cooliwq towee. Capacity [] fan epnnkien: NYrnbar al Mad – ---�-- ❑ Ebwa►or ❑ ideality [j 6u140ts* tnunlbar) TIM !WAC! 1'Olt Ol►TIC! UM ONLY 13 fe "*4 pValpa... InYl110NI I I (] lenkrv.. (nusTttierl Remetii ❑ LPG c«lfolrtam__ (avmbet) (] U•fired Prouvre v"w O loam1`ennil Approved `t► Dole ❑ 0fko,, ^ Spac:ly P"t t� LIST ALL EQUIPMENT All CONINITONING AND REFRIGERATION EQUItM@Ni' NumbercureaUnto 15r ecclptbe No"Number Kanufaoturor (Tood)r Apptor6aR a a CITY OF ATLANTIC: 35rkC]ff PERMIrT CALCULATIOM OHEET Address /S, �rChtf 20J0 u3 L � date / 33 Heated Scuare Footage @ S �lyC'C oe_ sq Garage/Shed $ C per s�. _ Carport/PC rr L ;a / _7-C G' Pe_ Sa t = 5 U?C.1 fC J �G oer J _ �er Ja _ TOTAL VALUATION . 45-c v T:tal Val azlcm Ist S Z a� yG v v Remaining Valo _ Value ST: er nousana or portion =;,ereot TOTAL BUILDING FEE S EXG•Aai Fi11-nc Fee S ( 1 Fireplaces @ S15 . 00 BUILUTNG PERMIT FEE WATER IMPACT FEF. S 3S Q• C^ _ SEWER IMPACT FEE S Wr_TE T1A'P�/ n X.S C C CAP I TA L rM=ROV EMENT J 1 -C2 SEWSF TA_ J X04G RADON fHRSi c05 5 c -7 SECTION •H PAVING 'r.`_'DRAULIC SHARES > —� CROSS CONNECTION S -�OCA SURCHARGE 0050 OTHER S � GRAND TOTAL DUE S ADDITIONAL PERMITS OR FEES : Mechanical Piumaina Electric/New Electric/Temr, ; SwimminaPool SeptLc -Tank Well. Siun Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES : Book 13406 Pg 2160 pf //M This instrument Prepared By: Name_%"jU/'P Addressdb%39 Permit No. Tax Folio No. �. NOTICE OF COMMENCEMENT STATE OF COUNTY OF THE UNDERSIGNED hereby gives notice that iinprovement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of propert , and street address if available) 1 j D tA/ ec'e'&7yj 'L. General description of improvement: 3. Owner informations % '� �'"l a. Name and address: /Zb Ati>X Jj©x'39 Y/�X / h� /CG ZZ510 b. Interest in property: /eo% c. Name and address of fee simple titleholder (if other than owner): /IV/ 4. Contractor: a. Name and address: y�I�it/ �l�L�,�✓�/ �5 a f �� y b. Phone number: c. Fax number (optional, if service by fax is acceptable): V� 5. Surety � 06 a. Name and address: Dl''° �'� 6 b. Amount of bond $ Doc # 99224475 c: Phone number: Filed & Recorded d. Fax number (optional, if service by fax is acceptable): 09/08/99 09:23:10 A.M. / HENRY W. COOK 6. Lender , CLERK CIRCUIT COURT a. Name and address: /// DUVAL COUNTY, FL b. Phone number: REC. 6.00 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 serveda provided in section 713.13(1)(a)7., Florida St tut: • 'q TT X /�C �'G �ZzD a. Name and address: Avt �� ` r � b. Phone number: Z�//`/ ? Z Z c. Fax number (optional, if service by fax is acceptable): 3. In addition to himself, Owner designates the following persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), FloriStatutes: Name a. Nae and address: A11,4 b. Phone number: c. Fax number (optional, if service by fax is acceptable): 0. Expiration date of notice of commencement(the expiration date is 1 year from the date of recording unless a different date is specified) C...,...._ x.. ....,7 ,...1,..,...:1.,...1 1.,.1',,.,,. ..... 1...b AA,-T- 1A rl/ d.A L C' �X- CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. C/�C �- /7r9T�/�� r4x. 3e APPLICANT NAME ADDRESS TELEPHONE 2. 14fV,6 A1 IZ ADDRESS OR LEGAL DESCRIPTION OF PROPOSE TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: aL' 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) , CONDITION �01�G 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS.- NUMBER OLLOWS: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 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 2_47-5877 PLUMBING PERMIT ...„ i,€. IR ei? Permit Number: 19381 Address: 1520 RICHARDSON LANE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: ^ " Date Issued: 12/22/1999 Name: TOMMY IRLE ES Total Fees: 53.50 Address: 13925 HUNT OOD ROAD Amount Paid: 53.50 JACKSO LE, RIDA 32257 Date Paid: 12/22/1999 Phone: (904)2 -9494 Work Desc: INSTALL 11 FIXTURES B & G PLUMBING PERMIT 53.50 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. $53.5014 �— Bate: 12/22/99 01 Receipt: 0021735 ATLANTIC BEACH UILDING CHECKS 33446 00100003221000 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /,52 a P,IC14AJZDSo �.1 C4 Nr' OWNER OF PROPERTY: Q E4cNr3 d4Z )r-4 r TELEPHONE NO . PLUMBING CONTRACTOR ga-6- PCuro4tNG c0 CONTRACTOR' S ADDRESS : 139(f-7 (3 6q cj4 BCVia STATE LICENSE NUMBER: GFco 2,- 593 TELEPHONE: ZZ3'358S HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 2 LAVATORY WATER HEATERS Z BATH TUBS DISHWASHERS URINALS DISPOSALS Z CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER I WATER REPIPE OTHER TOTAL FIXTURES : # x $3 . 50 + $15 . 00 53.60 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: �.(B ----------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904 ) 247-5834 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PEIIYIfNiFcrintiIO1 aCAITroN:ftFORMATIyf . Permit Number: 19086 Address: 1520 RICHARDSON LANE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 8 Proposed Use: SINGLE FAMILY Lot(s):N1/2 Block: 15 Section: Square Feet: Subdivision: DONNERS Est. Value: Parcel Number: Improv. Cost: 47,754.00 �. .��OWNERIMFC)R t _ Date Issued: 11/04/1999 Name: BEACHES HABITAT Total Fees: 2,055.66 Address: P. O. BOX 50939 Amount Paid: 2,055.66 JACKSONVILLE BEACH, FL 32240 Date Paid: 11/04/1999 Phone: (904)241-1222 Work Desc: CONSTRUCT NEW HABITAT HOME - HSF 1066 JOHN WIELAND HOMES OF JAX, INC. PERMIT 0.00 WATER IMPACT FEE 350.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 5.06 RADON CAB 5% 0.27 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.80 SCHARGE/ATL.BCH. 0.53 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. Ilperatu: CHERYLE Date: 11/89/99 01 Receipt: 0609883 ATLANTIC BEACH 4BILIKING—EDEPT. Total Payment $2055.66 J -4 799 L 0 T 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 DL - 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' —� W4X8 W .5X W4 T 12 T 5p f m m m 1Q W2X10(B5R) W2X10(B5R) 01 1: .......... W1.5X4 W3X7 HS2512 W1.5X4 25' �—2 25 2 - -� 7' 11' 7' 428# 428/ Rv=1903# U=930# W=3"B Rv=1903# U=930/ W-3"8 TAG = T1 SEG = 524p6 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= i TOTAL= 2 REV. iB.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CA TC L L 20 .0 PSF REF t *IMPORTANT**SM ALL NOT BERESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND 1/ 3/98DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIO-91 BY TPI. SEE THIS DESIGN T AeTC OL 7•0 PSF DATE 12/0798 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE lFk4 4 NLALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UESS OTHERWISE INDICATED, TOP �A291g !A BC DL 1O•O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O •O PSF JOM CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE aT AT E Ds CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER IORtO' TOT.LO. 37.0 PSF DSA LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ]or�T DUR R.FAC. 1 •25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. sSt GPA( TNG SPP AhnVP TVnC h i n5 Jo -4799 LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 01 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 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. 9' 7' 9' W4X5(R) 4X T 12 T 5C7 v v T W2X5(A1) W2X5(AS) 8 1 W3X4 W3X4 W1.5X3 lzpr 25' �-- 2 25 2 - Rv=1036# U=540# W-3"8 Rv=10361 U=540# W=3"B TAG = T2 SEQ = 52410 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= i TOTAL= 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT *SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 1 1 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN r TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. U LESS OTHERWISE INDICATED. TOP °A�2319r t� BC OL 18 .0 PSF DRWG A446 GR B 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 DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 9 T A T E OfT0T.LD. 37.O PSF 0/A LEN. 25 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'SALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER CNOR tOSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS f f�T �� DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. sn �Tf'jl _ _ _ JO -4 799 L T 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 SLOG, 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. W4X5(R) W4X ki5 p W1.5X3 W1.5X3 v v jrq,W2X6(A S) �WM(Afl W3X7 W5X4 25' -2 25 2 -� Rv=1036# U=540# W=3"8 Rv=10361 U=540# W=3"8 TAG = T3 SEG 52415 PLATE-WAVE TPI95 TPI-95 STD QTY= 2 PLIES- i TOTAL= 2 REV. 18.2C4 SCALE -0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 1 1/ 3/9 8 TC LL 20 .0 PSF REF t **IMPORTANT *SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T 8pTC OL 7•0 PSF DATE 12/07 98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1Fu,3�gALPINE CONNECTORS ARE MADE OF 2O6A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °42lBC DL 10 •0 PSF ORWG A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERNLTRUSS AND UESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD TBC LL 0 -0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A T E or= CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERY 4OR L . oi TOT.LD. 37.0 PSF O/A LEN. 25 1 .25 SEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICAT2ON. FURNISH A COPY OF THIS �Cr rr o� DUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ST�C�,� -.,(:S .-- .--- ...---.... ------------------------..___ --..___..__--.. "YtU C`� spAr.TNr, P4 n lTvoc h i nG (8-4799) LOT 4 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 SC 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. 12'6" + 12'6" -----� W4X4 12 T m 5 W1.5X3 W1.5X3 rn iD Po to in c_W2X6(A 1) W2X6(A1) �8 i W3X7 W3X4 25' F--2 25' 2' -� Rv-1036# Ua540# W-3"B Rv-1036# U-540# W-3"8 TAG = T4 SEO = 52419 PLATE-WAVE TPI95 TPI-95 STD QTY= 12 PLIES= 1 TOTAL= 12 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 11/ 3/98 TC LL 20 .0 PSF REF t *I MPGR T AN T**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AMDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN RACCONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BING RE •i'. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP � A23 'ABC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO 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 iSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE T A T E OsCONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER . <OR t0TOT.LD. 37.0 PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j r "p•� {Q. DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s nn -+ n•• _ _ ^^M^ AnrA,n Job: 8-47 9 LOT 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP f2 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 f2 N WIND 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 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 W2X4(AS) QI B 1"2 7.1"B 2' 7' Rv-403( U-250f W-3"8 Rv-701 U-200# NAILED TAG = T9 SEO =0.7320 5423 PLATE-WAVE TPI95 TPI-95 (STD) OTY= 14 PLIES= 1 TOTAL- 14 REV. 18.2c4 SCALE ALP INE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 3/9 8 *IMPORTANT* 1 1/ TC LL 2O.O PSF REF SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 0 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 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 �i,k, ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °A�23�,9A BC DL 10.0/ PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T 0 .0 PSF JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE a T A T E or W CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ''+r 40R1�� TOT.LD. 37.0 PSF 0/A LEN, 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYNAIL APPLICATION. FURNISH A COPY OF THIS �',/ o�•r JOUR,FAC. 1 .25 IN ONLY, AND $HALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR, sj _ �1G1 cc A r Ttlr_ OA 0•' T vnr c n O f Job: (8-4799) LOT 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 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WINO BC OL - 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 024.00" 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-990 NAILED 102"6 in in N 12 N 5 � WT2X4(A1) I Al 8'1"2 5'1"8 Rv-339# U-230# W-3"8 Rv-440 U-200# NAILED PLATE-WAVE TPI95 TPI-95 (STD) OTY= 8 PLIES= 1 TOTAL- 8 REV. 18.2c4 SCALE =0.9207 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE T C L L 2 0. PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AMD 11/ 3/98 pDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T ep, TC OL 7.O PSF DATE 12/07/98FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `����I� ( /�ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OT1EAWISE INDICATED, TOP <23i9� �� BC DL 1 V• PSF DRWG A445 GR B 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 LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 C IGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--j s i A T E Of CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL DATE (7/1/91) FOR PR %+t<OR ioF. TOT.LO. 37�..0 PSF 0/A LEN. 5 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 0"�" DUR.FAC. 1 .G5 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTORs _ ..._....... ., .... --------- ISPACTNf; P4 0 TVOC: Sner Jo -4799 LOT J3 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 SLOG, NOT LOCATED WITHIN 4.50 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 27.62. 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-28# NAILED 9'4"6 12 5 p W2X4(A1) T 8'1"2 3'1"8 ---� 2 3' -� Rv-288# U-220# W-3"B Rv-17# U-200# NAILED TAG = T7 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 REWIRE EXTREME CARE 1 i/ 3/98 TC LL 20 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T $p, TC OL 7 .0 PSF DATE 12/07/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP �S'g231g� l� BC OL 10.0 PSF DRWG A446 GR B 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 LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T E OT= CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER s IOR%0'9 TOT.LO. 37.0 PSF 0/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,r . OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s yr1 C�`' COA(`TAIF_ 7A Jo -4799 LOT 4 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -165# OCCURRED ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP f2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WINO TC OL - 5.0 PSF, WIND BC DL - 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. Tw2X4(AS) 8'6"6 01� OR 12 5 8'1"2 2' 1' Rv-370+ U-270# W-3'8 Rv-2D*165jP-200gAIUNKlLEO PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE =158460 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE TC LL 20 .0 PSF REF *IMPORTANT**SHALL MDT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1 1/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °�231g� �� BC OL 10-0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND U LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130, ISO C S6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 8 T A TE 07• CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :r 4ORLo" TOT.LO. 37.0 PSF O/A LEN. 1 SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cj A.c••• 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, shti_ _t�. DUR.FAG•.. �h�t"" SPACING 24.0" TVPF SDQC ::- Jo : 8-4799 LOT J5 THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PRO RAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP I2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**�I BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WINO, 15.00 FT MEAN HGT, SBCC1, OPEN BLDG. LOCATED ANYWHERE IN ROOF, WINO 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 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. I 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 AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRAVF. # NAILED -33 i 55 197 1'5"7 2'9"15 2'9"15 - ---2'9"8 �- 9'10"13 =� 1'0"S W3X4 W3X3 m3.54 p in in m ., W2X4(AS) v� rl 1= 1,.2 W1.5X3 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-3701 U=200/ W-4"15 Rv-350# U-200# NAILED TAG = T5 SEG = 52440 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES= 1 TOTAL= 4 REV. IB.2C4 SCALE =0.5915 ALPINE ENGINEERED PRODUCTS. INC. A RN I N G TRUSSES REWIRE EXTREME CARE 1 1/ 3/9 8 TC LL 20 .0 PSF REF K*IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY IN HANOLING. ERECTION AND -f DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-gi BY TPI. SEE THIS DESIGN T TC DL / •O PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `"�'"C4 10.0 i ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP A2g7 l� BC DL. 1 O O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORE)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 JOM CONNECTORS PER DRAWINGS 130. 150 6 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A T E OT^ TOT.LD. 37 .0 PSF OJA LEN. 91013 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/i/91) FOR PROPER 'A,:r�IOR toy SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS j 0��' DUR.FAC. 1 .25 IN ONLY, AMC)SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. N J y � O ti �7.1 � DESIGNER: JDM JOB # 9-2216 DATE: tpHONE HOLMES LUMBER 12-29-9B CUSTOMER: HABITAT @ BEACHES TRUSS COHK. BY: . PROJECT:REV .. BER 6550 ROOSEVELT BLVD. PLAN #LJS 9-7-99 JACKSONVILLE, FL 32244(904) 772-6100 FAX (904) 772-1973 �-- 25 "011 m T1 T2 T3 ou T 4 1 J2 J2 J3 J3 LCA J4 J4 N m V 7 7 � 101111 E- 14 ' il 25 , �, Roo]; N( BEACHES HABITAT HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 WQI MW Efklo amm RMIANIIliik WAC LOAAD9 Prepared By: 5 �9�9 Andy Bryan Ocean State Heating&Air Conditioning �iiy O. Atlantic Beach1476 Atlantic Boulevard Building and Zoning 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 Beaches Habitat Neptune Beach,FL 32266-1798 3-5-99 page 2 Project Summary 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 Design Data 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 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads 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) 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,September 10,1999 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 Tota[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 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 Building Load Totals: 23,326 2,898 16,869 19,767 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads 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) 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,September 10, 1999 RHVAC-Residential 84 Light Commercial HVAC.Loads Program Elite Software,Development,,Inc. Ocean State Htg&AUC Beaches,Habitat Neptune Beach,FL 32266-1798 3-5-99 Page,4 System#1 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 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 Check Figures Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 System,Loads 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) 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,September 10, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Mtg.&A/C Belches Habitat Neptune Beach,FL 32266-1798 3-5-99 Page 5 Room Load Summary Reports, System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 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 3 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. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,898 19,767 Recommended: 1.826 77%/23% 16,869 5,039 21,908 System#1 Equipment Data Heating System Cooling System Friday,September 10, 1999 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(ft') 1066 ft' c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 130.0 ft' - a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft' _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft' 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 ft' _ 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 ft' _ 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 thisok Energy Code. calculation indicates compliance o with the Florida Energy Code. PREPARED BY: Andy Bryan 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 �. compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: _n DATE: DATE: ► ►- �( -% `� EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details FADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 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 60OA-97 EnergyGaugeSIFIaRES'97 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 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 EnergyGaugeTm 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 GLASS TYPES .18 X Conditioned 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 ADDRESS: 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 ADDRESS: 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 17597.0 4130.3 4751.9 7879.8 16762.0 PASS y�yo�TELE ST Az-1. r��.e ti ,, ,`off a 0 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 cfm/s .ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT'" DCA Form 60OA-97 EnergyGaugeO/FlaRES'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(ft') 1066 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 130.0 ft' _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft' - HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft' 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 ft' 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 ft' _ 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) &,TM sT,�?� in this home before final inspection. Otherwise,a new EPL Display Card will be completed �� _ of based on installed Code compliant features. =IN �o Builder Signature: Date: f r'II c� a Address of New Home: City/FL Zip: c0D wed° *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 EnergyStarTudesignation), your home may qualms for energy efciency mortgage(EEM) 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.fsea ucf edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version:FLRCNA-200)