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1956 W Sevilla Blvd (vault) ADDRESS BUILDING PERMIT NUMBER 7 47 INSPECTIONS : FOOTING UNDER SLAB PLUMBING 7-� 7- S'7 SLAB 97 / FRAMING ;z q 7 COVER-UP �- Y-9 7 INSULATION /D �� 7- 7 FINAL• BUILDING /- & - F 2 CERTIFICATE OF OCCUPANCY - 4, v ELECTRICAL PERMIT # / S / 2 y 7_/0 I S) 12 INSPECTIONS ROUGH /� 7 FINAL MECHANICAL PERMIT # FLUMBING PERMIT # IJ �� NOTES : Tertificate of (�rru ttur (fit of Atlantic +Neac4 — �lori�tt Department of +,wilding Jnsvertion 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 j various ordinances regulating building construction or use For the following. Use Classification Single Family Resid6nce Bldg.Permit No. 14160 GroupW•frame Type Construction Sf Fire District Atlantic Beach 12794 Flynn Forest Drive I Owner of Building Edward A. Straub Address Bu(iling Address 195 Sevilla B1vd.W.Locality Atlant c Beach, FL 32233 By: DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE 7 CITY OF 9 • A- Office of Building Official REQUEST FOR INSPECTION / �1 Date_—__/ 2 Permit No. Time A.M. Received —P.M. { Job Addre cality Owner's _Contractor Name -- ----- — BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL - Rough Wiring Rough Air Cond. & Framing Fccting Tem Pole = Top Out C Heating Re Roofing Slab Fina - Sewer Fire Place Insulation L.nei - Pre Fab READY FOR INSPECTION Mon. ues Wed. Thurs. Friday P.t' Inspection. Mace --- Fin - - - _~— Certificate of O cupanc t CITY OF ly�6 Zj r Office of Building Official m sa0 0 REQUEST FOR INSPECTION P/ 4<3v 3 Permit No. f Time A.M. Received P.M. r Job Address Localit Owner's Name Contractor 1 BUILDING CONCRETE ELECT PL ING 'MECHANICA j ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air ond. & ❑ Re Roofing ❑ Slab C Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Pre Fab lace E3 READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday �J p A.M. Inspection Mad - / U P Final zspesii Inspector Cera iciaa e' pancy Date CITY OF l�t�?ct.Ktic �eacl - ��vzida 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 F.A-Y(904) 247-5805 NOTICE TO: Water Department FROM: Building Department DATE: o / V 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 Sincerely, s Building Department DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL. STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION ( S ) HAVE BEEN MADE AND ARE SATISFACTORY : /�ZZ ----------------------- f Y,zi ------ ------------------------------------------------- ------ ------------------- ------------------------------ ------ ------------------------------------------------ Enclosed are the blue copies of the permits. SINCE(�;_ RE/LY, Zlz__� BUILDING INSPECTION DIVISION cc: FILE 01/09/98 FRI 10:16 FAX 942851112 PLANT'ATLQN ?&LTY, qguvx MAP $"owlOLJ4D LOT 34. se-VILLA 6ARp SUVoY CO. AS R OMOL-°G. IN PLAT BOOK 45..PAde-3 7 f-?A OF 714e .CURRENT "LIC p woogD3 OF DUVAL Ct Rr1re1 D TO: NTY-CDWARp.A I"SUSAN L 67ttA q �"I.ORtOA R11tST Iti.Bi tQN'4b_fiAAR -. ; �R1CAN Tt� IN8URMQO 664,.:4iiFY SEVILL.A 'BOULEVARD WEST iso'�✓W) S 46'20'42' E a cl aro 9 7 R - 3919.77 CP wee i � q toxie•,@off, ESMr.WI'M1�Pm 'A. ar LOT 33 &AV 71, LOT 35 W t s � N ►eOL�iBC�ND.Hi6 .-. s t. UI $ t7 ° u.o .0 'CI Lois. + 0 RECEIVCU 1998 City of atlantic Beach 6,rsrK N 46'19'09' W . Building and Zoning CW-80.00' n- ol•cyr35- 2 - 6069.72' L • 80.C* 51!LVA MARINA COUNTRY CLUB W. "t..'Op Ian�y 7 &E11t.1�6M/�PcriiR k(+�MPB�'(•/ 4 AW4,b ,�. A&n maw G ar r LUTE v Aft AiFm: L, page Aor ANWW~ ge �nr4 W « 'WAftWW1, at 1108b.0 : �*rare,at rA, - E ++!y • d tea wrnee�at !iWJ'•r.dA,. Awa..M baa.Mt..beta °�'`aa'��'yyet�I b AMr irw t ft.dM11D _�c.!� AMMTM IAT�u �i Me#feS LMs�arr'6th N.*i AtINEY 6 v4��oiC foi )7Jt t An 92ee�I N y�np/.�. ''� �r�sov y ^'��4�Aoo �uSFK Gl.ti `� Arr +nr o1/o9!98 FRI 14:46 FAX 942831112 _ PLANTATION.KA—Li r r t-_,/:may ELEVATION CERTIFICATE O.M.P. No, 3067.0077 FEDERAL EMERGENCY MANAGEMENT AGI&NCY Fxpires July 31, 1499 NATIONAL FLOOD INSURANCE PROQRAM ATTE�fT10N:Use of this certificate does not provide A waiver of the flood insurance purchase regairemom.This form is used only to PrP vide elevation information necessary to ensure corrtpliar►ce with aploNcat"comffwnity Pro >loodptsin management ordinances.to determine ft Proper insurar+ce premiturt rate anchor to supporta request for a Letter of Map Amendment or Revision(LOMA or LOMB).You are not required to respond to this cottec&m of infermation unless a valid OMB control number is displayed in the upper right comer of this form. Ir0"uetti0r,,e for cornptetins tWei form can be found on the following pages, SECTION A PROPERTY W-ORMATION FOR WWAANCE'00WANY Use BUILDING OWNER'S NAME rd.IGY NUMeEA S7REtcT ADpRE33(fndad;e9 ASK.Unit,Sucre*hetet OWQ-NW'bw)OR P.O.R=TE AND BOXNUh4EA GOt hi V MAIC►✓UMBER OT"EA DESCRIPTION(Lot WV w4m Numears.sic.) ___: .><.. Sc.tJic.C�4 -� ,P . > > it RA-r 600� i��, R5S 7- Crrr tl�L 7—ASTATE Zip Copt: F7 C.— SECTION 8 FLOOD INSURANCE RATE MAP ---~�..•.._- (FtRIiIt)iINF#ltitaTlON Provide the following from the proper FIRM(See Instructions): I.commw nY NUMBER 2.PANEL M MMA 3.31 tfflX a.DATV OF FIRM WOEX 5.FlRM ZONE 1.6A8E FuM 9LI-VATg14 r ZOO-75 000/ tM,ot .vim a.am, 7.1ndifcate the elevation datum system Used on the FIRM for Base Flood Elevations 8. For Zones A or V,where no BFE IS Provided on the FIRM,and the community has establis Vgp���r thi$ il�Sh i�ieate back)ibe on the 00mmunity's 13FE:I I I feet NGVD(or other FIRM datum set Section B.Item 7). SECTION G allLDING ELEVATION INFORMATION t.Using the Elevation Certificate Inivuctlons.Indica ti+e Diagram number from the diagrams found on pages 5 and 6 mat best describes the subject bu ding's reference levet 2(a).FIRM Zones At-A30,AE.Ale,and A(with SFE). The top of the reference level floor from the selected diagram is at an elevation of 1.1 L LLJ-"fest NGV0(or other FIRM datum-see Stiction S.Item 7), (b).FIRM Zones Vt-V30,VE,and V(with OFF), The bottom of the lowest horizontai structural member of the rsterence level from the selected diagram,Is at an elevation of L.i .1. i 1 !,I I feet NOVO(or other FIRM datum-sues Se0tion s,Item 7), (C).FIRM Zone A(without gFE), The floor used as the reference level from the selected diagram is L�i feet above Igor below n (Check one) the highest grade adjacent to the building. (d). FIRM Zone AO. Ths floor used as the reference Ievei from the Selected diram Is {_� 1 feet above n or below U(check one)the highest grade adocent to the building_ If no flood depth number le evadable.is the bulk ing's lowest floor(reference level)elevated in accordance with the community's floodplain management ordinarmo? LJ Yes fI No I_.! Unknown 3.Indicate the elevation datum System u6ed in d6twmining the above r4ference level elevations:1",'I NGVD'29 Ijon Other(dascrif e under Comments on Page 2). (N07E. N die e/evatlon datum used An fyMawnng the e/evalrons is different than finer used sed the FIRM (see SKOun S./tern 7f, men ewven ttte elevations to die dah m system used on the FIRM and show the on Torr sgLation under Comments on Page 2.) 4.Elevation reference mark Used appears on FIRM: `I Yee Leo (See instructions on Page 4) S.The reference level elevation is based on: ❑ actual ceristruction LJ Oonstrvction drawings (AfoTF: Use of epns&uCWn drawings is Only valid if the DuAding dM rpt yet havo the reference level Boor is)PAU6,in w?riCrt cess tdis Wtftals will only be v4W for the budding during the course of Mwft 0100. A post-oafstniction Elevadon CeRific'afe wilt be MW NW orae cOnshUction 1s complete.) 6.The elevation of the lowest grade Immediately adW.Ont to the building is:1 I ! ! #'r i, few NGVO(or other FIRM datum-see Section B, Item 7). SECTION D COYYUlI><'rV HiFO RMATION 1, If nne community offic181 responsible for verifying pudding elevations specifies that the reference level indicated in Section C, Item i "�owest floor'as defined in the comm is not the unity s Hoodpiain manalgament ordirlartoe,the elevation of the bulkfing's'lowest floor'as defined by the ordinance is: LI I 1 I i,IJ fW NGVD(or other FIRM datum—see Section Q, [tern 7). 2.1)21e of the Start of construction or substantial improvement FEMA Form 81-31,MAR 97 REPLACES ALL PRFVX t1S 10MOW SEE REVFAW SIDE FOR cONnNuApoN f)1/U9/98,_FRi 0:47 rLT 942851112PLAN TION REAITSi �""Y .a r� ..cv rvr a LLtt H Z Li 'e(64+/215758 SECTION E CERTIFICATION This cenifiCation is to be sighed by a land surveyor,engineer.or arChitect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al-A30..AE.AM.A(vw$h 8FE),V1-V30,VE,and V(with 8FE)is requirga, Community officials who are authorized by local taw or ordinance to provide floodplain management Informe0on,may also sign the cerifCcation" in the case of Zones AO and A(without a FEMA or community issued 8FE),a building official,a property owner,or an owner's representative may also sign the cer"flcation. Reference levei diagrams 6.7 and 8-Dis ftuishing Features-tf the certifier is unable to certify to breakawayfnon-breakaway well, enclosure size,iocation of servicing equipment.area use,wall openings,or unfinished area Feature(s),then list the Feature(s) not incJuded in the certlftcation under Comments below, The diagram number.Section C,item t,must stili be ernerea, 1 certify tftef the inthfMat'on in SeWOAS 8 and C On Mis certiftate WFOS&nts my best ef'fOrts 10!interpret the data available. I understand that any 4050 statemrenl may be punishable by titre or imprisorimeru under 18 U.S. Code, Section 1©D 1, CEATWtCA'S NAME +.10"E NUMBER(a AMx sero TITLE COMPANY NaME A00AES3 CIT/ ATP- 11P SIGNATURE DATE Cepb+as Shocfid be made of this Certificate for:1)community Offlrial,I)insurance agenvconVany,and 3)bufhdng O%vner. COMMENTS,. o« -VAT" PIS.OR CMUIMIIK A v A a v z0�ea toNes ZONES ZOKS zoNEs a E �t?�ENLE t►s E L £e! 16v51 KQ� L�vEt 1 Ev S; 9A at0,7 •C,•:.. W.Q/nc�- t, Mei »LE FLOdo varp �fiFS4EirG a0kcfh •�� � IFEC gEvw� l!r aap ^•� The diagrams above illustrate the points at which the elevations shouid be measured in A Zones and V Zonss. Elevations for all A Zones should be maasured at the top of the reference level floor. Eievatlons far all V Zones should be measured at the bottom of the lowest horizontal strixtural member. 01/09/98 FRI 10. 16 FAX 942851112 PLANTATION REALTY wj1LI DMAR114C HOMESjNC, TO: FAX#: L4 /1 FROM: DATE: RE: Pages: 1 ,including this MESSAGE: !f you have any problems or questions regarding this transmission,please call. 101 Plantation Dr. Ponte Vedra Beach, Florida 32082 Fred Sprague- Construction Manager-Cellular 993-3068 Jeanine Majersky- Office Manager- Office 285-4480 Fax 285-1112 Pike Hall - President - Office 285-4480 Fax 285-1112 F1.000PLAIN VCvE`(,prhrXT INPORMATl011 TYPO of Oevvlopaentt Residential Flood tones �•.�►/�` ....... www rr .-.•.w Required Lorest Floor tlwr,tlowt 7.8 -M e building ocated rAthtn • DO wadi AMERl� TMe et 4b NAS MIgN�Rtpard urns, a survey' wuut LOMCST FLOOR CLCVATi011 is equal to of • ttertityi� that the etlevmticft established gor t►rt awes a ve the he** flood No find Inspection will be tads and i+e o+r _ ops be treued until the sesrverr it et+tt tib v1tAe the Nwiydtryy Depat'taent. COMMEKTBt . Applicant peraett icent Aesknovia� nit this A ur$derntand that the lastisnoo of i■ ooatinapan! i correct and that Chet► pIOUS ind supperups tthee above lwjoroatlon being be provided an regvi"d. x a tM data have be" or rhe t t all Provisions Of Ordinamm Me. 26-7-A& ninl allh eatMr• PAIcabvr ordtnanoes attrotinG the proposod."~slap..nt. Date_ ZI-Lj JFc -I ------ Appliot►ttt ---- 8ipnature -- OWnve4� - Department Ur• ' Required Lowest Floor c:avatlo>1 'J . An wilt Loveat Flees tiet►atiaa -»»-- . Survey /'sled v h •uilditen pepart -" "-- :••• «•••• -»�•.neent -»--w----- 8utldinp r p- Do ertwent Reprea�te�tive palter , 8 02/08/98 TUE 10:32 FAX 942851112 PLANTATION REALTY P.�i®vvz t-06-t998 t 1:27AM FROM RIC:MARD MILI_EF2 ASSOC 9iad+7215758 M SWOWING BOUNDARY SU NOY Op: , LOT 34. SeVIU A QARDENS UNIT TWO AS RECORDED IN PLAT 900K 45. PAQES- 7 4 7A OP THE CURREWT PUBLIC RECORDS OP OUtVAL COUNTY. FLORIDA CjWTtf IEC) m:eDWAGW A.4 SUSAN L $MAUS NAItI23E_ Tw1i.I0NALBANK . . PIRST AMER1OM 71'RE.1NSURANM COMPANY Se!VtLLA SOULEVARD WEST 130'Rwri . . S 46''20'42' E3919 orortcr P. • .72' 9.IA' L , 49,m- RAM Cr all;. o ;•, ."ti.��10'x70'J00�, � ♦ Ap.+T.wf1H PPO ' U! LOT 33e .,o LCAT 35 W I army N 41N1BL'MS Ins � . i O et ,os XA.— n3 ' 2 C Per.L f,W - RECE1 V E[ N "'19107 W. CN-80.00' e' ovorsv JAI 6 1998 R ' OOi9.7Z' L CO.00' City of Atlantic Bea& .I SELVA MARINA CWNTRY CLUB. Building and Zoning oec ltl, tfiaT ID14(W-2w v*2 t »nc 7 of•=ts.,."MiSo UXVCl0'Lft& POM, M1s WAWM,S"dh, At IF,?•f7ir`9D'10 O..E 1J6/I' AypYSt Ayrg a!am*ft A~/uM1 Mwl..d �� ANA=M�ie►OlF+,ue�* 3G1I�' 1- ~�w�r.e �I= owir� AYigrsa �rAU A��1Ln0 ��r�pfy eii �am7d-ado X. �oivisa�m, Ca►�p. fir i��Mww rit yrs d lrry «qw AV ftW t q CHAW A. d A89�S:V►TE5 . gl1Mr�r iw�w�wM AP+da Arr..se�... n..rwr�r r/wr d 0/r .t�yp 1Ez'e�S [.1++'••N>•�IDIWI/-'i�Mr d AiA rAWI b db a�.rd.�A.ef 6�V gyp/«�0..6T/1�f♦m At(IBdJ Tri-57'3 .Y=A.Ms /40{61 xws MAAOOV'dfxow Apr mw OW p OW A007 (9WJ.90-1976 /��.� a r. •i r�r �►��i}yam POat& rte¢ ./ zra i,,lC � Ar•Yiw 01/08%98 TUE 10:32 FAX 942831112 PLANTATION REALTY - HOMES. INC. w TO: FAX#: Z `7' S f Z? FROM: DATE: RE: Pages: > including this MESSAGE: If you have any problems or questions regarding this transmission,please call. 101 Plantation Dr. Ponte Vedra Beach, Florida 32082 Fred Sprague- Construction Manager- Cellular 993-3068 Jeanine Majersky-Office Manager- Office 285-4480 Fax 285-1112 Pike Hall - President - Office 285-4480 Fax 285-1112 1513 Atlantic Blvd 14 Neptune Beach,Fl 32266 Brightway Insurance 004-2A73885x10+1 fax 904-322-5687 CE -[—D J�V I CI AT�NTIC BEACH Ap*� vpn,r �V C Fax �Hir � •. ZU�I? BY TO: Dave F.m. Richard J.Miller,CLU Fwc 904-247-5826 Pe9ew 3 Pha ec 904-247-5845 Daae: 1/212008 no: Elevation GWiicate for Ed Straub CG: y� 6ga ❑Urgent ❑ For Review ❑Please Cwnnient o Please Reply ❑Pl.ase Recycle •cw.wnents: Dear Dave, Please review this certificate.The base flood elevation is stated at 9 feet.That makes the home below base flood and makes thA prpmN in+over$4,000.00. 1 have in the past received a letter stating the Mase flood elevation at 6 feet H that is correct it would lower the premium to $499.00 saving the client/resident over$3,500.00 a year in flood insurance premium. Sincerely, Richard Sent-By: ; 9047215758; Jan-17-08 12:30PM; Page 2/3 ,ib.Utt-'ARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 11560-0008 Federat EGurrgency Mnnager;,ent Agency I Expires February 28, 2009 Nau.ma+t-luud insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company t)Se: Al. bcrk)aig Owner's Namo / J t policy Number A2, 83 wdt;lq Sheet Address(including Aut.. Suite,antfrur Bldg,No.)or V.0.Voutpand Box No. Company NAI;Number r Mt ZIP Codo /dr�;dam '�T A3 ='roiled-Desuipbon(Lot and B m-k Numbers,Tax Parnell Number,Legal D Scri tlen tc.) Cyar��r/5 %/r7i ' f �:%� 4V1 - 7.7A A - AA. it: -AA. t3ud-,ng t ise(e.g.,Re:ldentlal.Next-Residential.Additton,Acco,scry.etc.) A5 Labiude;Lotigituda:Wr. Long. J "�.79. `J-- j1,.,. � 4 ►iuZ ental rYahtm: ❑ NAD ly2'! X NAr.)i!?n:s A6 rltacn at t�331 1 photographs ui Uw building if tfv Ceilifcate 1S being used to Obtain fl�cd insurance. A7. Building 0im9ram Number ...� AS. Fur j buitdind Mth a Crdwl space or enolosure(s).provide ,19. For a building with in allaefied garage.otuvrde: al ciyuare(uulavr ur uawl spuce or enCOSLMNSI sq It a) Square fuolage of attached garage. �iM still h) No.of permanent flout ripenings in the crawl space or b) No.of permanent flood nlreningh in the attadiw gatacte :nclosurets)walls within 1.0 toot above adjacent gr.+de _ watts within 1.0 trnll atr-ive±di tent tirade 4=Lle- t:l Tnral nw zr.,a or flood apvni#+9s iA A8.b aq In L;I Tont net area of hood openargS in A9.b ♦t�O 4 ::rl in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION ....._�,. . ..... B1 Ir` cmmunity Nama R('nn+munity Number D2.County Areat( is �►.t7Gh F/ /zGt?/� a✓.�� - - - ��r � , Bd.Mawvorei Number 95.Suffix 60 FIRM Index 87.FIRM Pnnct t39.Finndd Bg.basil Ftorxt Elevations)(2urte Dale Ettecil"dKeV sed U zr)nr(s) A0,USe base flood nA„Nh) 810, tnorra:e my source of the Base Ftaxt Elevation(SFE)data or base flood depth entered in Item 69. FI8 Profile XFIRM ❑Community Uetermined ❑Oliver(Describe)_ R11, Inctimite elevation datum used for BFE In Item 89; VW, NGVD 19'2!+ L;NAVO 13,98 n- t7thci(Drsuibe) 1112. Is the building located in a Coastal Bwrjer Resources syetent(CRRS)ease nr(lthnned 4n Wot►x:letl Area(OPA)7 QYea RN,, ne5rnn,+ti0rt D.+te C: ;tIRS I]OPA SECTION C-BUILDING FI FVATION INFORMATION(SURVEY REQUIRCO) C1, Buikl•ng elevations are eased on: []Constmcdor,Draxvings' i]dutldfng Undcr Cotistiuction- IK Finished 0iiisirucllon "A runty Elevation Certificate wig be required when construction c#t M,(wading i%Comilete. (`.7 t=bv.'tlrot,c_Zonua At-A30,AE..#W.A(with RFE),VC,V 1-V90.\'(Wel DAG).AR.ARIA,ARlAC.AR!A1-A30.AR!AFi.AKIAc). COrnol Cit:home *elo:v according to the huilding diagram spec,fied�in Item AT der;hrnarlt utillzedv,�Verti /9i `! cal Datum = IV609 Con ver.a r u+r r:rxnmr_n is 0-.et-A the meazurement Used. al TPG t�(x�ttan(lope(including ba:emcnt.crawl Space,rx enwsurc floor). fF..pl ❑ova+ears(p,torto Rl(;u irrtly) !�) (op of the next higher floor `, �A tee, ❑mofers(Puerto Kico only) ,1 :)ottom of the lowe&t htxizontar Structural member(V Zones oniy) NIA_ rl feet C sorters(Puerto Rica,only) +1) %,1L3chee clarage(top of slab) �� �(four ❑macs(Puerto tZ pp only) eI _OweSt ekey-)Wmi o)rnarhinery,in equipment servidrx,)the bulldniq teat ❑mctexs(Puerto Rico only) Describe type of equipment In Comments) t) .4weSt adjacer.L(f nisned)grade(LAG) _7 4y fort ❑meters(Puerto Pico only) y) I ikjhesr;+djaceml(finished)grooe(NAG) feet (,]mntrrs(Puerto Rico only) D-SURVEYOR.ENGINEER,OR ARrl4lTECT CERTIFICATION i his ea Actuation+s to be signed and scaled t)y a land surveyor,engineer,or amhlfect.'authorized by law to certify Nrvatlon intnrmation. I certify that the Information on this CoMWcate mj)rI#try nest efforts to inforoMf the data avoilable. I unr7Crsfand Phar any false-slatement may be punislrabte lj !inv Or irvionsoerrrent uriour 18 U.S.Coda. Socrnln 1407. [; l.nl Ck here If comment.,;are.provided on bark of torn+. J t f p •a 8nw LlCento Numbor oe 4e Ti C Company Vama , l/1 � I A _ �c h�« F lt�- � A u� •, �liy Sl:�te ZtF'(:ode .. - ... t �7' eac li �/ye_; f e. s.. P7 v:Ue si na Gate TelephoneIt FFMA.Poem 81_31.Fwbrunry 2006 Zinc fvverse siaato(Continuation. Replaces all previous;7w ons Sent.-By! 9047215758; Jan-17-08 12:30PM; Page 313 IMPORTANT: In the-sc*pecest wNr the corresponding information from Section A. For Insurance Company IJ.r..: 'Iullding Strout Address(inc)uding Apt..Unit,Suite,and/or Ok1p.No.)or P,O.Route and Sox No. PrAicy Number C tv —M—M. Zlr'Ci.;,- Company NAIL Nurtite- SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) CApy bol,r sides c7f thfs Elevatiun Certificate for(1)COM(riuriity otti6,ol (2)ir)sunnce ayent;canpany.and(3)5uildln,o:wier. Comore iL L okt�s� �L i►�1a�%.K.r.�� . /* C r_heck hwru it attaeMhenrS SECTION E BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) Fnr Zoites AO and A(without BFE),MY104ele Items E1-E3. If the CertfirAle is intendev Io support a LOMA or I.C'AiR-F r"uoat,cornplole.,actiu„a A.,I. anu(; F,ir Irnrnc E 1-Ea,ut a naturnr grpt3e.iF awohauic. CitecK the rrimsurement u.ed. In Puerto Rico only,inter meters. E1. P,ov,de,Plovation ir1(amation for the(olluvring and check ifie approprate W.xe5 to snow whether the efevalior is above or below Ine.highest adia:cot tivi(Je(HAG)lend the lowest sxitacent grade(LAG) LI)map,of bolinn+floor Gncl+xtlr,.,)r)aecmcnt.crawl space.or vnciesure)is ❑leet l l mpigls I..I above ix l-.)t>Firiw the HAG. h)Top of bottom flout(including basement crawl space.or enclosure)is [_tent Q meters Q above or Q below the LAC e2. F,.ii Buikfing Diagrams 6-8 with permanent hood 000nings provideo in Sti A)n A Items 8 artdror A(std page 8 of Instructions),the next higher'ftcxrr (e evatlon C2.b in the diagramrt)of the buildinC i9 'feet G-,unpin 0 duuve nr ❑oelcrty the HAG. E3. .4lt:xhed garage(top of sub)is U it r Q:rcters Q above or p beuw the HAG. E4. T:ai of piartom,of machinery and;oe equipment serAdng the building is _ ❑feet Ll meters ❑obove or❑txbw the HAG. I_5. Z,;rre A4 only' If no floou death numbe,iS av:,it:,hlr-It trio top ut Inc bottom frau,vk;vatr.0 in aCCOrtkjnte:with the community's.'IoodNdln managrlment yes Q NC ❑ Unknown. The locxd official must ccrtity,this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S RI:PRESENTATIVE)CERTIFiCAT10N -he atuperty owner or owner's authorized repre-ocitlative whn taxnpletes S(N:liun.A.U.and E fur Zone A(wilhout a FEMA'wissued or riIFF) or Zoite AO must sign here.. The 301eirwits in.cprlicm A,is.and E rue correct 14)Pilo.Lw_sf of my krttwigdse. pmOenr Lhw,im'a ur Owners Authorized ReWeser'tative's Name - (i ` 't tf y _ St i ab CMS Srrz,,ta:urrt Uale Telt'titrone _ p cnecx Here it-t- rnnani SECTION G-COMMUNITY INFORMATION(OPTIONAL) The total:)ftei;,1 wtiv is authorized by law or ordinance to administer the ckvrimuritry'S floitttalah)manxtemtnt ortfinancd can complete Sectirns A.A.C(::r E). and G of wt>Elevbtian Certificate. Complete the:ioWicable ifeertfs)and:sin twlom. Check the niedaurvincnt ueeo in items G8.4r,d G9. G1.Cl Trie.mfoanation in Section C was taken front other dcxumentation thbt has bmen signed and seulco by a lisn5ccl sutwvur.engineor,rx architect who auttutrized by law to t)ertify elevation intormatinn. !indicate tfte source and date of the elawltion teat;in tie Comments art;,nglow.) G2.r A Conlrrumity Mir:I;tl caxnptated Section E fM d buiki6iy fuualec in Zone A(withnut 3 FEMA-issued or Wmmun,ty-issued BFE i Pr Zone AU. 433.0 The follow mg information(Items G4.-G9.)iC provided for ca-vntlnity floodplain management purlxr,;es. .. —.. I' rA,pAhitil—Number (>$. Dale permit In.^.iiia-_-.�_.. f:G. Osrr,,r�eruricata to c ornptiance,Yk CLpsni;y Issued C;7,Th,.:Granit has been issued for: (~New Construclon [ SuhgtivYi:d hywrovernenl C',&F.Ipv:;fu.»,d as-euro rowcmt hum(including r,nsement)ul tric burlthrig: .. — .'-I fMet ❑rowers((SRI iTaturn fig.r3FE of (in Zone AO)dopth fir fftxi(ting at ate building site: -)foot I�itr tors(NR)Odt:nn Colrnrtu,Iy Name Tohj,ihone 5 naturx !�:ttr: __ [ Cttcxk here if at4nr.;trnenls FEMA F,.trm 81-31,February 2006 Kepincns all previous mdition:, U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Buildin Owners Name -� 114. DBA ; Policy Number A2. Building Street Add a (including Apt.,Unit,Suite,andtpr Bdg1 N9.+(�ryP.O.Route and Box N Company NAIC Number WJ); Li 3 City State ZIP Code A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) f) l�ia/r c7S I e Z 0 V �;o fi''3 L yr/ Q V, 4 7 �Q rtl i?Q 5 6CA ,c� r�'� A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) IVD/V - &S;d A5. Latitude/Longitude:Lat. Long. Horizontal Datum: ❑NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawl space or endosure(s),provide: A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage 6 sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached arage enclosure(s)walls within 1.0 foot above adjacent grade 6 walls within 1.0 foot above adjacent'grade d c) Total net area of flood openings in A8.b o sq in c) Total net area of flood openings in A9.b �- sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 82.County Name B3.State Lv 0_11 02 F/U/:I C/r�} B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) -- B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile ❑FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources.System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑ No Designation Date ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings- ❑ Building Under Construction- JQ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized Vertical Datum Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_14 .UOQ feet ❑meters(Puerto Rico only) b) Top of the next higher floor til .. . A feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) _.A❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) N .40 feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building _ l4 .-'Q feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 13 .gU©feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) d=' ©feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ❑Check here if comments are provided on back of form. Certifiers Name n l p� Fl,A&Ob /n d( License Number PSM 5-712- Title -7/Z r Title f-t 4 Company�NTaJme-_ /� SCAC✓C�o r AddressCity State ZIP Cod Signature Date2_4-6 Telephone la�it-.37a�-er31�' FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite, and/or Bldg.No.)or P.O.Route and Box No. Policy Number City State ZIP Code Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is _❑feet El meters F1 above or ❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is _El feet ❑meters EJ above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ._❑feet [:]meters [:]above or H below the HAG. E3. Attached garage(top of slab)is ❑feet❑meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ._❑feet []meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO mu sign here. The statements in Sections R,B.and E are correct to the best of my knowledge. Property Ow r' or Owner's Authorized Representative's Name Address City State ZIP Code Sign e Date Telephone Commen ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official Awho is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR) Datum G9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number State ZIP Code ComparryMCNumber City If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Poky Number City State ZIP Code Company NAC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." &rttficatc of (9ccupaucu (situ of Atlantic Jkac4 — Yloriba Department of Tkilbing Jnspertion 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. 14160 Groupw•frame Type Construction Sf Fire District Atlantic Beach Owner of Building Edward A. Straub Address 2794 Flynn Forest Drive , ,,ZCja B1vd.Wiocality Atlantic Beach, FT 'T2 '�'�By: DON C. FORD Date: POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY 0FATLA NTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: Address : Legal Description: Zo f 3L/, p 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 Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire A 1A Public Works Z r Planning �? Building _ '�I " CITY OF 1**44l4 - �lozldce nooLZROAD PROPERTY DESCRIPTION ATLANTIC REACH,nOW"i22U-sett TY12rnoN1 Mo t %n" TAX OM 24ILS S L o t # 3�, Block 2 Section #� ---�• Subdivision: Bevilla Gardens ji Street Name fl�-6 DESCRIPTION OF WORK or Add ress:= � =l� Sevilla Blvd. West If in a FLOOD HAZARD Flood Zone: area complete page 3 . Brief Description Class of Work: (New/ Remodel/Addition:_ ZONING INFORMATION Type of Construction: Zoning Proposed District : use:_ Racidentia, Estimated Value $ Exceptions or Variances Materials: Granted: Solid or Filled Ground: Roof : OWNER INFORMATION Method of Heating: Property Owner: Edward A. Straub Phone: 904-246-4308 Mailing - Address 12794 Flynn Forest Drive Jacksonville FL zip: CONTRACTOR INFORMATION Contractor : Landmark Homes, Inc. Phone: 904-280-9901 Mailing Address : 101 Plantation Drive Ponta V d] a Beach, FL Zip; 32082 Expiratio CB C057823 License Number ' Date: -31-98 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 TC 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. 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 REQUIRE 7� Owner Signature' Date 7 Contractor Signature Date _ 7Z- . PSR 3844 15 25 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATION LOCATION INFORMATION -------- 'ermit Number : 15725 "address : 1956 SEVILLA BOULEVARD WEST Permit TyPe: PLUMBINr_, ATLANTIC BEACH . FLORIDA 32233 'lass of Work .AL,TERATION ---------- LEGAL DESCRIPTION -------__ Constr _ Type :WOOD FRAME Block : 2 Lot : 34 Twp: Proposed Use : SINGLE FAMILY Section: 0 Subd: Rna , Dwellings ` 0 Subdivision: SEVILLA GARDENS Est . Value: (11 . 0c, Improv . Cast : 0 ,00 Total Fees : 25 .00 Amount Paid* 25 . 00 r�t e I 11n /i aq7 "TEM 014NEPiNF0RMAT1O>u _ _ .. - -------- APPLI.A.TION FEES 'lame : N EDWAIiL`, A STRAUB PERM r T 2 5 . ^-ddr* 12" 94 FLYNN FOREST DRIVE JACRSC-)N'TI' TE FLORIDA 322: Phone: 'ink :, -281?- t' an j_ --- - )NTF T=CTS: F I NF,DRMAT I ON !dame. OVER _.A T.L L.ANnSs'APE ,ddr, 7647 F IWISTREE PRIVE ,1ACKSON`!ILLE . FL C`RIDA 32211 }moir ' Exp : f l Tvpe NOTES: 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 MECHANICS' 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. $25.00 14 CASH 00100003221000 ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT l JOB LOCATION: l �b �i�� 4-� r OWNER OF PROPERTY: e- �n/27? ���/ /< PLUMBING CONTRACTOR: ��' CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: TELEPHONE: 7j3 d HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER S/-,f TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER:- SIGNATURE OF CONTRACTOR:--" ------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. F 3 ox \ °` o"ANCe � soca GAP p M� a & O J e 1 «a°tO �P e PM Goy pok V Oahe �2 �� 9 �sel'O F<�dav e .�\mce\yea / ss o�9�P°fie � m P ONG F O�\NS cmonJPaacy e(5 G o°1\1\g POS a\ o1 pcc Na� 4F b A� a. F�� a"e S�\ J `Ne t�O / 0 mA9.09 G page FPe P° \ M°� a Ma ��sP F 5 TRANSMITTAL DOCUMENT FOR JEA DATE: �- The following permits have passed "rough" inspection: Permit No. Address e �x oaz�X :b C;ts® X=f7,,dshexjDes Please update your records accordingly. �hanck ou, LPSG CL ,, CITY OF ATLANTIC BEACH /vcb ///� //CITY O/`F '� S Office of BuildingO Iciai REQUEST FOR I PECTION Date Permit No. Time A.M. t C� Received M. Job Address Loc 'y Owner's Na _ Contractor _— BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing 7Rough Wiring Rough Air Cond. & Re Roofing - Slab -:j Temp Pole Top Out Heating Insulation Lintel Final Sewer O Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. / Wed. Thurs. Friday !D / 17A.M. Inspection Made —` — —P.M. Final Inspection G Inspector ---- - Certificate of Occupancy Date — PSR-3844 200 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Permit Number : 15200 Address : 1956 SEVILLA BOULEVARD WEST Permit Type:MECHANICAL ATLANTIC BEACH ., FLORIDA 32233 ,"lass of Work: NEW LEGAL DESCRIPTION Constr . Type:WOOD FRAME Block: 2 Lot : 34 Twp: Proposed Use: SINGLE FAMILY Section: 0 Subd : Rna, Dwellings : 0 Subdivision: SEVILLA GARDENS Est . Value: 0 .00 Improv , Cost ! 0 .00 Total Fees * 51 .00 Amount Paid - 51 . 00 1?ate pai,j * 9/04/ 1997 -TALI �AL HEAT ANr' D TF. OWNER INFORMATION APPLICATION FEES ----------- Name , EDWRRD A. STRAUB PERMIT 51 .00 Addr - 12",44 FLYNN FC-IFEST DRIVE iRl-KSONVILLE , FLORIDA 32212- Phone: 1 ?0411280-9901 CONTRACTC+. INFORMATION - -- Name* (-)CEAN STATE HEAT & AIR Addr : 1476 RTLANTT," BLVD, NEPTUNE BEACH , FLORIDA 32,233 Lic , MHAR-786 Exp' Type: 3 NOTES: 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 MECHANICS' 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. ATLANTIC BEACH BUILDINIDE A MENT By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC RFACII ATLANTIC aaACN.ILA"IDA as■le APPLICATION FOR MECHANICAL PERMITALL IN IMPORTANT—Applicant to complete all items In sections I, II, Ill, and IV. LOCATION Of 1•Itna[Mf sh09111 111ii1.... Aed /� WILDING f.IJN 4M• C'A Cr 1ej.,.i 11. IDENTIFICATION—To be completed by all applicants. I. co.dlan Goy .1 per ;I ';a loc delnt IN* .,it as dtur;ld ;e the obo.a /lata-ant rt htraby a9't4 to parlor- .aid roil in accord.nc. ..M Mttn.ctyl 1114.. and 1pauUur;o./ .Nick •rt • part Fowl and ;. •cce,dt ct .;rk the Cay al J.c6e 41. ordinaeur .,d da.d..dr e1 1-4 py,r�ct I,ptd rN.'.t.. C..+.. .�� Math? Ke­e.I ►..p..ti O.", T�s••t.n.f O.•ar flf•alrn d �A.1►.ca.d Afaal A.ehih[1 N f•flMar 111. ��ipl/1l Iyh �• IB OTHER CONBTIIVCTION BEING 0011[ THIS GVILOING ON ELT[I •�js C Q "-0 v p Ne1./e1 O C..NaI Woh Of ru,GIVt Nukletlt Of CONeTINNPTION Q of PuwIT 1, .'`�.? Q olk« — seMafl' IV. 6ACK MICAL tOUMBDR TO M OWAUAM KATVRt Of tM0119 (►..- ....p, - 61.6wq.rww.."of"/Banat El hesldanllalor ❑ Commerelel tj N.er ❑ spa« O Mewed i C..kA O n... ❑" Me.e.+lelrg C..4.11/.1p1 Q tMws-- U EalNkWdI^0 L g M Witerfe '�-�i T114Mee1`i ❑ ninsw msM of existing oyster" -rr•< k4..I..,sgeeMp ala► ❑ 1N.Installation(He system prav/euely Inst~ .�.Li Ob ❑ Extension or add-on to exist"system O ^M'.w' ❑ Othw--NK'aty, O Fc. W.c•11..a: N.rd.r of Q H...w Q INta.Bh Q i+dose. I+�+�t hl*NY%"FOU OF11Ci un owy Q Tei. I« �t tetrrla Q LPG oo.Wow 1 «I Q V.tr.d pi.»-e».« P--* Appeyed by D.la O s.ara Q o1ker— stseIh Per[.N••- Ler ALL swiruva AIR CONDNTTOt M Alm R"RWAUUTM rQt WWM G�s� Ifrlw Tlsdta DsBarydfsw filled ttuwllsB 1/BwABprEr (TOM) A440q� 1 r INAT41G • Ft"ACM eOW"ItS, 1101!!U►W ih m"W Vs" D-9[V"aw "Nod Ntl&*W 111111"e1 1�K (1� IM 1111141117 m summi v vtalod IIt NeApeowy CI 1 Y Ur ate- g. t 1 Office of Building Official REQUEST FOR INSPECTION Permit No. Date U A.M. Time Received 9J Locality Job Address owner's Contractor Name PLUMBING MECHANICAL BUILDING CONCRETE ELECyR+ ough C Air Cond. & Footing Top Out C. Heating C Framing ❑ Slab ❑ Temp Pole Fire Place Re Roofing Final ❑ wer Insulation ❑ Lintel r- Pre Fab READY FOR INSPECTION A.M. Wed. Thurs. Friday P.M. Mon. Tues. A.M. � - P.M. Inspection Made Final Inspection ertificate of occupancy Inspector Date DATE : !_—� -- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC; AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION( :) HAVE BEEN :BADE AND ARE SATISFACTORY : - ------------`- ------------------- ------ -------------------------------- ----------------- i i ------ ----------------------------------------- -------- ------------ Enclosed are the blue copies of the permits. SINCE Y, Qj� GGi2/ti(/� BUILDING INSPECTION DIVISION cc: FILE CITY OF ATLANTIC BEACH, FLORIDA Approved 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 WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM ASTER ELECTRICIAN SIGNATURE -/ JOURNEYMAN NAME_ �'�J/'nq/' 67 ADDRESS: / S� <<�%�I'`� y� wI RFD BOX BLDG.SIZE 2aod S© i5�4, BETWEEN: RES.y ) APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD ( ) REW. ( ) ADDITION ( ) TRAILER l 1 TEMP. ( ) SIGNS ( 1 SO. FT. SERVICE: NEW( INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE o L 0 0 AMPS COPPER ( ALUM. SWITCH OR BREAKER 2 0 o AMPS PH 3 W Zyo VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN [TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-90 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR N.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL NEAT: KW HEAT O.1 OVER MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS Aug- 18-97 09 : 52A P. 01 CITY OF ATLANTIC BEACH, FLORIDA Ill r Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ _14 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JQURNEYMAN NAME v ��/ �G�l/ ADDRESS:�� �Cv, RF BOX BLDG.SIZE / ' ��' __ BETWEEN: RES. ) APT. ( J COMM, ( i PUBLIC ( } INDUS. { i NEW ( } OLD ( ! REW. ( 1 ADDITION ( ) TRAILER ( ! TEMP.X SIGNS ( ) SO. FT. SERVICE: NEW ( J INCREASE ( ! REPAIR ( ! FEE CONDUCTOR SIZE 6- 525�' AMPS COPPER ALUM. I , SWITCH OR BREAKER �G AMPS _ / PH --T W Zf--VOLT- JG , EXIST.SERV.SIZE AMPS I PH W VOLT RACEWAY FEEDERS NO. SIZE NO. _ SIZE NO. SIZES -- LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•SO AhA-S. _11_. AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED 0.100 AMPS, __OVER APPLIANCES �yBELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTQR OTHER MOTORS AMPS CE1L HEAT: KW•HEAT_ 0-1 OVER MOTORS N.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PNS MISCELLANEOUS r _ ' CITY OF ri&. ,.0 13..4- Office of Building Official Q REQUEST FOR INSPECTION L- ` �!j v Date Permit Permit No. 'Time A.M. Received — PIVI Job Address (� Locality D Owner's -\ __ !� lC __`,irs Name _ `�-� Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring ❑ Rough 7 Air Cond. & Re Roofing - Slab r- Temp Pole L Top Out ❑ Heating Insulation C Lintel Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Mon AQ-`� Tues. Wed. Thurs. Ptv1. A.M. _p.M. Inspection Made __.._.___ ___— _ Inspector__ _ Final Inspection :] Certificate of Occupancy F' Date &) REQUEST CITY OFBead-Office of Building Official FOR INSPECTION / Date_ .`'.—I—.9? Permit No. Time M, 0 r Received _ V - _ AM. �1d Job Address ality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing - Rough Wiring C-` Rough -' Air Cond. & Re Roofing i Slab Temp Pole FI Top Out Heating Insulation D., Lintel C Final Cl Sewer r; Fire Place Pre Fab Mon. Tues. READY FOR INSPECTION Friday A.M. ��Qi Thurs. _ Inspection Made Inspector__ Final Inspection f' Certificate of Occupancy Date //1' -���._ /ACITY OF ". �.�, � fY�sKc � "04-I� Office of Building Official REQUEST FOR INSPECTION Date �— ! Permit No. Time A.M. Received PM, JobAddres Locality Owner's Name Contrac —� BUILDING CONCRETE ELECTRICAL MB NG MECHANICAL Framing 11 Footing _ Rough Wiring ❑ Air Cond.& ❑ Re Roofing ElSlab - Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel L Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION LL� �AM.. Mon. Tues. Wed. Thu Friday _ A.M. Inspection Made P.M. Inspector__ — Final Inspection ❑ Certificate of Occupancy PSR-3844 14303 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INF�IRMATiON LOCI,TION INFORMATION - ,ermit Number : 14303 'Adress : 1956 SEVILLA BOULEVARD WEST : Permit Type : PLUMBINC- ATLANTIC BEACH , FLORIDA 321233 "lass of Work :NEW LErZAL DESCRIPTION Constr . Type:WOOD FRAME Block : 2 Lot : 34 Twp: Proposed Use: SINGLE FAMILY sec-tion: 0 Subd -. Fna Dwellings : 0 Subdi-vision: SEVILLA GARDENS Est . Valuet Improv , Cost : Tr!ta ! Fee*is - art t-77, 141 t:`I t4 `FPL1;-`ATI--',N FEES N i1!r 1.am,-- 94- -PUREST DRIVE 3222-3 10 'lame: A'ddr : NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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. ATLANTIC BEACH BUILDING D ARTM NT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /ys � SCUT Ad OWNER OF PROPERTY: Cal'b all /ome-5 PLUMBING CONTRACTOR: Perzers Ply,4i n 1 b 6uyiC C -7tc CONTRACTOR'S ADDRESS: /7 j2d6i`n /2a/ D�u�gC� A(-,L f'L 3 Zv7 3 STATE LICENSE NUMBER: Cor-oed33?73 TELEPHONE: 9c) 7/ HOW MAV OF THE FOLLOWING FIXTURES INSTALLED --�SINKS SHOWERS _LAVATORIES I WATER HEATERS _BATH TUBS DISHWASHERS URINALS _DISPOSALS 02 CLOSETS _WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: i3 X 3.50 + ?15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: / SIGNATURE OF CONTRACTOR: ---------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. r — � .9 \ \ � 7: -,ray. ��y \ ? • \� —�� � 713(IF 19 Ir Ile le '-- - --7 ter- �� ,•/ / �� ^S\\. SZ 6 � _ �,� \ I �i7 fL 04 'Co,b9 6,4 \ �b �d tib}; lb r U(�yddyy !9•E•. Y lief r � �j���ipR Yg� L�u4��u ii ip St ill �.p�l�`e"P µa L'C � 1:G:: GOr11��W ua� e @l6l aEVy�� t1O'i ca.cc'5qL • ii/ �i� � • �J y � • Z � f .aAG1. t•,tV � � • 4 ry �•^ .ir w 4y .\1 �` •.a K M �� �•V• A, Ste'• � � t � •rl ? •riQl _ UL •� *��? arm * '� >� �. s � ����• •� oft cr— os c pjN •\` W ■ ` V 0 fr) Q c 7 1 X p Kia lost ZZ R _ g �.. r M L ,xN Y 'A�•N i �s�:-t�4=rxssxsfiq �a�==s�et:s�s=ssYss�$sq� _ � =t�ip�G:7CfAAR7tX� =�t1Atf27l71RFI i1YaGa^x7�pi7 7yam I r .. - ' d ��_ ..`�x7C.^.i.7�zcS�nG117= �� [[^ II`I I�v�..•i� _ � /�. �� � 9 PSR-3844 0 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------- -------- LOCATION INFORMATION ------- - Permit Number : 14160 Address : 1956 SEVILLA BOULEVARD WEST' Permit Type:BUILDING ATLANTIC BEACH . FLORIDA 32233 :lass of Work: NEW ------ LEGAL DESCRIPTION --------- Constr . Type:WOOD FRAME Block: 2 Lot : 34 TwI Proposed Use: SINGLE FAMILY Section: 0 Subd: Rna - Dwellings : 0 Subdivision: SEVILLA GARDENS Est . Value: 0 .00 Improv . Cost : 159 , 342 .00 Total Feer : -1 . 240 . 75- Amount . 240 . 75Amount. Paid ! 3 - 240 . 75 _ - -WNER INFORMATION --- - _____ __- APPLICATION FEES ---------- Name . EDWARD A STRAU B PERMIT 975 .00 Addr 1270- FLYNN FOREST DRIVE WATER IMPACT FEE 550. 00 JACKSONVILLE FLORIDA 32223 SEWER IMPACT FEE 1 , 250 .00 Phone - 91-,4Q80-9901 WATER METER!TAP 55 .00 RADON GAS-H.R. S . 9 . 85 --- --_ CCNTRACTOR INFORMATION 'SRADON CAB 5% 0 . 52 Name: LANDMARK HOMES, INC . CAPITAL IMPROVE . 325 .00 PAdr : 1C,1 PLANTATION DRIVE SEWER TAP 0 .00 FONTE VEDRA BEACH , FL 32318 CROSS CONNECTION 35 .00 i ^B T'tt r %P 2 3 Exp• ' SEC H IMPACT FEE n nn is- _ vpe: CONST.SURCHARGE., SrSCHARGE/ATL . BCH. NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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. - TotA Payment ATLANTIC BEACH BUILDING EPARTMENT )T 34, SEVILLA GARDENS UNIT TWO, AS RECORDED IN DUVAL COUNTY, FLORIDA. /A Or THE CURRENT PUBLIC RECORD N 45°2B'SO"/N er ine -1 r !Poditis=3894.72' ArC�= 229.3/ \ /i;alV'Ab�% I Scf Moil SCI MO%f On r On '!Mrd /fr Chow Lix E- VIL LA "; BouL E VA R D N wEsT 2q�sg�` -o ,9/6NT-OF WAY i ' $.46`20'27"E. ebofd--69.74Arc x 69.74' Sef�%ronPipc �j�/1/: Dello- D/00/'/0"/Padi6-9= 39/9.72' I); <cB��45) Found'/t'/.Drip,oe /[B 104B) S���l do 6r7)cr TronsPormc d o, ', E/cvotion 7 ig P \G( \G JBY PIO.A Td X, Wilfi- PAII trees to emain must be barricaded \C'P • a minimum of It. from the trunk of each t.ee. B3rncades rwj;=t ':.�e installed BEFORE P 3 lace during • site clearing and rer P a ALL phases of construct( ' O ,� S �Q 9NNH�1. �1 til oP�L � 1�zt41 m c( � , II o 0 tiQ � J o J c •c; •`� ro\ed as Noted 3'�, 110 1, e Removal App Date 3 w `d� rQa 4,1d`, A <�' %ron 4ti (1\ �!! Iourx� %ian Pipe ��.s�oas) �t�.i1 ' • t�� �,1M,P� � ��. � gra/a4a)_ _�� , . Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION NORTH FORM 600A-93 Residential Component Prescriptive Method A PROJECT NAME: SINGLE FAMILY BUILDER: LANDMARK HOMES AND ADDRESS: LOT 34 SEVILLA GARDE PERMITTING CLIMATE /9SG�'✓�«n !3/,�,�.1,ATLANTIC BEACH,FL. 3 OFFICE: CITY %�F�ATLA ZONE: 11_1 JURISDICTIONI_1 311/G� OWNER: LANDMARK HOMES PERMIT NO. 11114 CK 1 . New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 .3Single-Family 3 . If Multifamily-No. of units . 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 2075 .00 6 . Predominant eave overhang (ft. ) 6 . 1 . 50 7 . Porch overhang length (ft. ) 7 . 12 .00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O . Osgft 431 . 00sgft b. Tint, film or solar screen 8b. O . Osgft O . 00sgft 9. Floor type and insulation: 9a.R= 0 .00 , 229 . 00 ft a. Slab on grade (R-value, perimeter) 10 .Net Wall type area and insulation: a. Exterior: 2 • Wood frame (Insulation R-value) 10a-2 R=11.00 , t a. Adjacent: 2 . frame ( Insulation R-value) 10a-2 R=11. 00 , 156 . 00sgft 11.Ceiling type area and insulation: 11a.R=30 .00 , 2171 . 00sgft a. Under attic ( Insulation R-value) 12 .Air distribution systems 12a. R= 6 . 00 , uncond a. Ducts ( Insulation + Location) 13 . Type: Central A/C 13 .Cooling system SEER: 10 . 50 14.Heating System: 14. Type: Heat Pump HSPF: 7 . 30 Type: Electric 15 .Hot water system: 15 . EF: 0 . 92 16 .Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . 2 17 . Infiltration practice: 1, 2 or 3 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 . 96 . 19 19 .EPI (must not exceed 100 points) 19a. 33012 . 55 a. Total As_Built points 19b. 34321 . 27 b. Total Base points _ ______ _ _ - ------ ----- --- ---------------- 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 ��, y 553 . 908 F. S. I hereby certify that this building is in compliance with the Florida Energy Code. (� OWNER/AGENT BUILDING OFFICIAL: DATE: C, " '- DATE: Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION NORTH FORM 600A-93 Residential Component Prescriptive Method A PROJECT NAME: SINGLE FAMILY BUILDER: LANDMARK HOMES AND ADDRESS: LOT 34 SEVILLA GARDE PERMITTING CLIMATE ATLANTIC BEACH,FL. 3 OFFICE: CITY OF ATLA ZONE: 11_1 21_1 31_1 OWNER: LANDMARK HOMES PERMIT NO. JURISDICTION NO. CR 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 3Single-Family 3 . If Multifamily-No. of units . 4. If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft. ) 5 . 2075 .00 6 . 1.50 6 . Predominant eave overhang (ft. ) 7 . 12 .00 7 . Porch overhang length (ft. ) Single Pane Double Pane 8 . Glass area and type: 8a. O .Osgft 4&2=9-0sgft a. Clear Glass 8b, O . Osgft 'Vf O .00sgft b. Tint, film or solar screen 9. Floor type and insulation: 9a.R= 0 .00 , 229 . 00 ft a. Slab on grade (R-value, perimeter) 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1362 . 00sgft a. Adjacent: 2 . Wood frame ( Insulation R-value) 10a-2 R=11. 00, 156 .00sgft 11.Ceiling type area and insulation: lla.R=30 .00 , 2171. 00sgft a. Under attic ( Insulation R-value) 12.Air distribution systems 12a. R= 6 .00 , uncond a. Ducts ( Insulation + Location) 13 . Type: Central A/C 13 .Cooling system SEER: 10 . 50 1 14. Type: Heat Pump 4.Heating System: HSPF: 7 . 30 15 . Type: Electric 15 .Hot water system: EF: 0 . 92 16 .Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 • 2 17 . Infiltration practice: 1, 2 or 3 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 . 96 . 19 19 .EPI (must not exceed 100 points) 19a. 33012. 55 a. Total As_Built points 19b. 34321. 27 b. Total Base points ------------------------------------------------------------------------------- _ ______ _ _ - ------ ----- --- ----------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by with this calculation indicates co lation are in compliance with the Code. Before construction is completed the Florida Energy Code. this building will be inspected for compliance in accordance with Section PREPARED BY: 553 . 908 F. S. DATE: �'is�'? I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** 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, gasketed, 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. ------------------------q---------------- 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. automatic ------------------------------ HVAC Controls 607 . 1 Separate readily accessible manual or 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 ___ AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------ N 72 . 00 65 . 8 4737 . 6 DBL CLR N 12 .0 38 .3 . 89 408 . 0 DBL CLR N 13 . 0 38. 3 . 61 304. 6 DBL CLR N 11. 0 38 . 3 .50 210 . 6 DBL CLR N 36 .0 38 . 3 . 94 1289 . 2 E 73 .00 65 . 8 4803 . 4 DBL CLR E 6 . 0 79 . 7 .79 376 .5 DBL CLR E 11. 0 79 . 7 . 91 800 . 7 DBL CLR E 38 . 0 79. 7 . 32 974. 8 DBL CLR E 18 . 0 79. 7 . 91 1310. 3 SE 31. 00 65 . 8 2039 . 8 DBL CLR SE 13 .0 79 . 1 . 56 574. 3 DBL CLR SE 18 .0 79 . 1 . 64 916 .4 S 189 . 00 65 . 8 12436 . 2 DBL CLR S 28 . 0 66 . 2 . 45 834. 1 DBL CLR S 38 . 0 66 . 2 . 45 1132 . 0 DBL CLR S 28 . 0 66 . 2 . 85 1575 . 6 DBL CLR S 18 . 0 66 . 2 . 85 1012 . 9 DBL CLR S 77 . 0 66 .2 . 85 4332. 8 SW 16 .00 65 . 8 1052 . 8 DBL CLR SW 16 .0 79 . 1 . 37 470 . 6 W 50 .00 65 . 8 3290 . 0 DBL CLR W 16 .0 79.7 . 84 1071. 2 DBL CLR W 16 . 0 79. 7 . 84 1071. 2 DBL CLR W 18 . 0 79. 7 . 92 1312 . 7 --------------------------------- 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------ . 15 2, 075 .00 431. 00 . 722 28 , 359 . 80 20, 480 . 25 19, 978 .4 NON GLASS------------ SPM = POINTS AREA x BSPM = POINTS I TYPE R-VALUE AREA x ----------------------- --------------------------- WALLS---------------- Ext 1362 .0 . 9 1225 . 8 Ext Wood Frame 11. 0 1362.0 1. 70 2315 . 4 Adj 156 .0 . 7 109 . 2 Adj Wood Frame 11.0 156 .0 . 70 109 . 2 DOORS---------------- Ext 20 . 0 6 . 1 122.0 Ext Wood 20 .0 6 . 10 122. Adj 16 .0 2 . 4 38 .4 Adj Wood 16 . 0 2 . 40 38 . 4 CEILINGS------------- . 60 1302. 6 UA 2074. 0 . 6 1244. 4 Under Attic 30 . 0 2171. 0 FLOORS--------------- p 2290 -41. 20 -9434. 8 Slb 229 . 0 -37 .0 -8473 . 0 Slab-on-Grade , . INFILTRATION--------- 2075 . 0 8 . 00 16600 .0 =====2075_0=====8=0==16600_0===Practice-#2_____________________________________ TOTAL SUMMER POINTS I 31, 031. 24 31, 347 .05 _ _ _ TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SM x CREDIT COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT ------ ---------__ _____ -------------------- ---------- 31, 347 05 . 37 11, 598 . 41 1 31, 031. 24 1.00 1 . 100 . 320 .860 9, 393 . 78 WINTER CALCULATIONS BASE AS-BUILT GLASS------------------ EA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF POINTS -----ORIEN AREA __ ------ ------------ --12 . 0 7 .3 1. 16------------------------------- 101. 9 N 72 . 00 -10 . 6 -763 . 2 DBL CLR DBL CLR N 13 . 0 7 . 3 1. 61 152 . 6 DBL CLR N 11 . 0 7 . 3 1. 79 143 . 7 DBL CLR N 36 . 0 7 . 3 1. 10 288 . 2 E 73 . 00 -10 . 6 -773 .8 DBL CLR E 6 .0 -9 . 2 . 43 -23 . 6 DBL CLR E 11. 0 -9 .2 . 75 -76 .2 DBL CLR E 38 . 0 -9 .2 -1. 24 433 . 9 DBL CLR E 18 . 0 -9 . 2 . 75 -124. 8 SE 31 . 00 -10 . 6 -328 . 6 DBL CLR SE 13 . 0 -22. 7 . 43 -128 .0 DBL CLR SE 18 . 0 -22. 7 . 58 -238 . 1 S 189 . 00 -10 . 6 -2003 . 4 DBL CLR S 28 . 0 -28 . 4 . 27 -214. 7 DBL CLR S 38 .0 -28 . 4 . 27 -291.4 DBL CLR S 28 . 0 -28 . 4 . 93 -741. 3 DBL CLR S 18 .0 -28 . 4 . 93 -476 . 6 DBL CLR S 77 . 0 -28 . 4 . 93 -2038 . 6 SW 16 . 00 -10 . 6 -169 . 6 DBL CLR SW 16 .0 -22. 7 -.03 9 . 8 W 50 . 00 -10 . 6 -530 . 0 DBL CLR W 16 .0 -9 . 2 . 57 -83 .4 DBL CLR W 16 . 0 -9 . 2 . 57 -83 . 4 DBL CLR W 18 . 0 -9 . 2 . 76 -125 . 4 ___ _____ _____ _ ------------------- - GLASS _ I GLASS . 15 x COND. FLOOR / TOTAL GLASS =FAD.. x POINTS ADJPOIGLASS TS POINTS AREA AREA --- --------- ------------------------------ -- ------- ---- . 15 2, 075 .00 431.00 . 722 4, 568 . 60 -3 , 299 . 25 -3, 515 . 3 NON GLASS------------ x WPM = POINTS AREA x BWPM = POINTS I TYPE R-VALUE AREA ----------------------------- -------------------------- WALLS------------- Ext 1362 . 0 2 . 2 2996 .4 Ext Wood Frame 11. 0 1362.0 3 . 70 5039 . Adj 156 . 0 3 . 6 561 . 6 Adj Wood Frame 11.0 156 . 0 3 . 60 561. 6 DOORS---------------- 20 .0 12. 30 246 . Ext 20 .0 12. 3 246 .0 Ext Wood 16 .0 11. 50 184. 0 Adj 16 . 0 11. 5 184.0 Adj Wood CEILINGS------------- UA 2074. 0 1. 2 2488 . 8 Under Attic 30 . 0 2171.0 1 . 20 2605 . FLOORS--------------- Slb 229 .0 8 . 9 2038 . 1 Slab-on-Grade . 0 229. 0 18 . 80 4305 . INFILTRATION--------- 2075 .0 7 . 40 15355 .0 =====2075_0=====7=4==15355_0===Practice-#2_____________________________________ TOTAL WINTER POINTS I 24, 781. 07 20 , 570 . 65 _ _ _ TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING POINTS WIN PTS MULT POINTS COMPON RATIO MULT ---------- 20, 570 65 . 55 11, 313 86 24, 781.07 1 .00 1 . 100 . 466 1.000 12, 702 . 77 t` ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ------------------------------------------ 3 3803 . 0 11 , 409 . 00 50 . 92 1 . 000 3638 . 7 1 . 00 10 , 916 . 00 ******************************************************************************* SUMMARY BASE ___ AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ---------------------------- -------------------------- -115984---11313_9--114090--34, 32127- ---9393_8---127028--109160--33 , 01255 ***************** * EPI = 96 . 19 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96 . 2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ------------------------X-- 1 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 . . . . . . . . . . . . . . . . . . . . . Clear I -------------X--- - I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30 . 0 1 -------------------- RI7 Wall R-Value. . . . . . . . . 11. 0 R1O-- -----------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . : . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . .`. . . . 10 . 5 9I7X- ------- EER ------16I0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 .0 Electric COP/HSPF. . • • 7 . 3 1 -X " " 0 , 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 � --------------------- � WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 0 . 92 ----------X----------I Electric EF. . . . . . . . . . . . . . 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 0 0 . 80 Solar EF. . . . . . . . . . . . . . 40------------------- � OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Date: Address: Signature: City/Zip Florida Energy Code for Building Construction - 1993 FL-EPL CARD93 Florida Department of Community Affairs w ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96 . 2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ------------------------X--1 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. . . . . . . . . . . . . . . . . . . . . Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30 . 0 1 ------ RI7 -Value. R-0 --X1 Wall R . . . . . . . . 11. 0 RSO----------------- R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 .0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 -X----------------- I 9 , 7 EER 160 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7 . 3 -X-------------------1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 � --------------------- � WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 0 . 92 ----------X---------- I Electric EF. . . . . . . . . . . . . . 0 . 54 0 . 90 0 00 I --------------------- I Gas EF. . . . . . . . . . . . . 0 . 40 0 .80 SolarEF. . . . . . . . . . . . . . � --------------------- � OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Date: Address: Signature: City/Zip Florida Energy Code for Building Construction - 1993 FL-EPL CARD93 Florida Department of Community Affairs CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET XE� (6L Date (0 Heated Sauare Footage 267 f-@ $ 70.00 per sa ft = S 'Garage hed L(3 @ $ per sa ft = $ � Carport ._.,._ rcn @ S � .oC'� per sq ft = $ �.3-- 3 Deck C. $ O per sq ft = S Patio U @ S per sa ft = S TOTAL VALUATION : S /S_ .3 3YZ ° s 4/6.0.610 Total Valuation 1st $ / 009000 � _ / o s /3'0. 06 Remaini a Value $ .©o per thousand portion thereof TOTAL BUILDING FEE $ CP41d O + 1/ 2" Filing Fee $ -3 .2-0 , ) Fireplaces @ $15 . 00 S r.S-. -0 — BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP CAPITAL IMPROVEMENT S 3 2;i _0 0 SEWER TAP S —0 — ta01s�_ RADON (HRS) . 0050 S_ 8 2- _ SECTION H PAVING ( j $ _f0_ HYDRAUL 8- HYDRAULIC SHARES S --0— CROSS CONNECTION $ AGO SURCHARGE . 0050 S .o OTHER $ GRAND TOTAL DUE 3 a`��• S� ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 1��1 3 TY BUQ.DING PERMIT PACKAGE -- Notice of Commencement signed by property owner and contractor. (Notarized) File at the building and code department upon picking up permit. ✓ y/ �� St. Johns County Building Permit application signed by property owner and contractor. (Notarized) N g St. Johns County Clearance Guide Sheet signed by applicant. St. Johns County plan check list for wood framed or masonary structures signed by applicant. N Garage door Engineer sheet. �✓ Utility letter for water and sewer and/or well and septic permit. Obtain from Intercoastal Utilities, Inc. and signed by applicant for property owner. 2 Sets of any wind load calculations or engineering. 2 complete sets of energy calculations including Manuel J signed by owner/agent. 2 Sets of truss engineering with stamped seal. �— ✓ 3 Plot plans. (Site plan to plans approved by ADB is acceptable) Mark A/C location. Sets of plans with each page stamped by ADB 02- t� ✓ / 1/ Updated Copy of contractors L/License `Bond and ✓Insurance.-6 6. -6 K4 C -\�e� _ If subdivision requires ARC approval 2 sets of plans with ARC stamp on EACH page of plans. If property is in Ponte Vedra Zoning District, plans go to Mr. Pope with PV Zoning before the building department. Coastal Area requires a Coastal Construction form, plans and truss sealed by an engineer. CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE _SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) i )- WATER CLOSET _WATER CLOSET, TANK OPERATED (4) 1� VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) 0 SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) ' WASHING MACHINE (3) POT. SCULLERY SINK (4) I DISHWASHER (2) L WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) _j_KITCM SINK WITS WASTE _3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET -URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH 1 FOOD DISPOS. (4) I URINAL, PEDESTAL. SYPHON JET A DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) • TOTAL FIXTURE UNITS J/ e $20.00 EACH a ��J - 0 r JOB INFORMATION C/3�� S�U/L L j� '61 va cj- /-- i FOR RECORDER THIS INSTRUMENT PREPARED BY: Barbara J.Lamb WATSON&OSBORNE,P.A. hereby certify that tnls IS ttUe SN 208 Ponte Vedra Park Drive,Suite 101 1=ct copy of the original. Ponte Vedra Beach,Florida 32082 A=ft NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) The undersigned hereby gives notice that improvement 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. Description of property: Lot 34, SEVILLA GARDENS UNIT TWO, according to plat thereof as recorded in Plat Book 45,pages 7 and 7A of the current public records of Duval County,Florida. General description of improvements: Construction of a single family residential dwelling Owner(s): Edward A.Straub and Susan L.Straub,his wife Address: 12794 Flynn Forest Drive,Jacksonville,FL 32223 Owner's interest in site of the improvement: Fee Simple Fee Simple Title Holder(if other than Owner): Name: Same as Owner Address: Contractor: Landmark Homes,Inc. Address: 101 Plantation Drive,Ponte Vedra Beach,FL 32082 Surety(if any): N/A Address: N/A Amount of bond: $0.00 MARINE NATIONAL BANK OF JACKSONVILLE � . Address:300 West Adams Street,Jacksonville,Florida 32202 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a)7.,Florida Statutes: Name: MARINE NATIONAL BANK OF JACKSONVILLE Address:300 West Adams Street,Jacksonville,Florida 32202 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b),Florida Statutes. Name: Address: Expiration Date of Notice of Commencement is day f 19 Edward tau `$ug&hL.Strd-ub STATE OF FLORIDA COUNTY OF ST.JOHNS The foregoing instrument was acknowledged before me this 2nd day of June, 1997 by Edward A. Straub and Susan L. L!_ ___C_ ii../Q L.. ... ....«..,.....Ii.—b...-- M mn — Im�c --1, 11 LOT 34 SEVILLA GARDENS HVAC LOAD ANALYSIS for LANDMARK HOMES, INC:'. Carrier Five Star Residential and Light RHVA( Commercial HVAC Loads Prepared By: C�® VED BRENT REEDY &' Ocean State Heating&Air Conditioning 'IN 9 1997 1476 Atlantic Boulevard Neptune Beach,FL 32266 City Of Atlantic Bach (904)249-8251 gtaildin g and ZOning 03-12-97 RHVAC-Res eM AI&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&1.A/C LOT 34 SEVILLA GARDENS Neptune Beach, FL 32266-1798 03-12-97 - Page 2 --- Total Building Summary Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 431 14,063 0 19,254 19,254 10D Door Wood Solid Core 36 580 0 344 344 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,362 5,516 0 3,018 3,018 13C Part R-11 + 1/2" Gypsum(R-0.5) 156 316 0 225 225 16G Ceiling R-30 Insulation 2,078 3,086 0 3,086 3,086 22A Slab on Grade No Edge Insulation 229 -- ---8,347 0 0 0 ---- --- -- Subtotals for structure: 4,292 31,908 0 25,927 25,927 Active People: 7 0 1,610 2,100 3,710 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 2,286 0 3,329 3,329 Infiltration: Winter CFM: 278.7, Summer CFM: 123.9 467 13,797 4,318 2,862 7,180 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 - - 0 0 0 0 0 Sensible Gain Total: 36,618 Temperature Swing Multiplier: X1.00 47,991 5,928 36,618 42,546 Building Load Totals: Check'Figures Total Building Supply CFM: 1664 CFM per square foot. 0.801 Square feet of room area: 2,078 Square feet per ton. 524.352 Building Loads Total heating required with outside air: 47,991 Btuh 47.991 MBH Total sensible gain: 36,618 Btuh 86 % Total latent gain: 5,928 Btuh 14 % Total cooling required with outside air: 42,546 Btuh 3.546 Tons (based on sensible + latent) 3.963 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. Wednesday,March 12,1997 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean;State;Htg&A/C LOT 34 SEVILLA GARDENS Neptune Beach, FL 32266-1798 03-12-97 Page 3 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 431 14,063 0 19,254 19,254 10D Door Wood Solid Core 36 580 0 344 344 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,362 5,516 0 3,018 3,018 13C Part R-11 + 1/2" Gypsum(R-0.5) 156 316 0 225 225 16G Ceiling R-30 Insulation 2,078 3,086 0 3,086 3,086 22A Slab on Grade No Edge Insulation 229 8,347 0 0 0 Subtotals for structure: 4,292 31,908 0 25,927 25,927 Active People: 7 0 1,610 2,100 3,710 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 2,286 0 3,329 3,329 Infiltration: Winter CFM: 278.7, Summer CFM: 123.9 467 13,797 4,318 2,862 7,180 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 36,618 Temperature Swing Multiplier: X1.00 System Load Totals: 47,991 5,928 36,618 42,546 Check Figures ......... Supply CFM: 1,664 CFM per square foot: 0.801 Square feet of room area: 2,078 Square feet per ton: 524.352 System Loads Total heating required with outside air: 47,991 Btuh 47.991 MBH Total sensible gain: 36,618 Btuh 86 % Total latent gain: 5,928 Btuh 14 % Total cooling required with outside air: 42,546 Btuh 3.546 Tons (based on sensible + latent) 3.963 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. Wednesday,March 12, 1997 RHVAC-Residential&Light Commercial HVAC Loads ProgramElite Software Development,Inc Ocean State Htg&A/C LOT 34 SEVILLA GARDENS Neptune Beach, FL 32266-1798 Q3-12.97 Page 4 Room Load Summary Reports -- - System #1 Room Load Summary Htg Htg Run Clg 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 Suite 483 11,353 147 0-0 6,900 1,255 314 1.25 392 314 2 Foyer 77 3,180 41 0-0 1,364 407 62 1.05 65 62 3 Living Room 143 3,108 40 0-0 1,627 351 74 1.25 92 74 4 Dining Room 180 3,910 51 0-0 3,742 333 170 1.05 179 170 5 Utility 140 1,352 18 0-0 1,876 148 85 1.00 85 85 6 Bed Room 3 156 2,815 37 0-0 1,467 378 67 1.00 67 67 7 Bed Room 2/ 313 5,849 76 0-0 4,393 637 200 1.25 250 200 Bath 2 8 Kitchen 228 356 5 0-0 2,023 230 92 1.00 92 92 9 Nook 63 5,745 75 0-0 3,790 684 172 1.35 233 172 10 Family 295 10,323 134 0-0 9,436 1,505 429 1.25 536 429 System 1 Totals 2078 47,991 623 36,618 5,928 1,664 1,990 1,664 Main Trunk Size: 22x14 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons _ Split Btuh Btuh Btuh Net Required: 3.546 86%/14% 36,618 5,928 42,546 Recommended: 3.963 77%/23% 36,618 10,938 47,556 System #1 Equipment Data Heating System Cooling System Wednesday,March 12, 1997 LOT 34, SEVILLA GARDENS UNIT TWO, AS RECORDED IN PLAT BOOK 45, PAGES / B /A OF THE N45°?6'50"/N CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. — — — — chard_ 229.28 r �OdiiiS= 319 94 72" 229.-31 i r chore'Li s Sc{ No// Four dbi/ On Chord Cirr SE V/L, L ,4 1119 UL E V,4 R � WE S'T 50 �/6�7r•OF-J'v.4 y N° $.4G°20'27'E 6/o�=-69,74A-csC,974' 3e/ o °0/'/0",Podl6s5 39/9.72' Faund�'/ronP' �j 0 c ° s r 7"roi�sformC o' " 6,1e.Vo 7 •• JEQ Eoserrrol �G By P/ol ��\ C`J5 OP1G GS, s k�D �0p p ,r � ,S,C •1a 1c h r�09 N '•a oP � 9N N�.1. c 1 Q`rc 90 J •ati Q,�t•Il!Q�P' �,c o� P'�e• a �� � Al lo to t� /"out �%roe titi C`11 C P�c��r9ioae) 11 • � --• -•—.–�� (1• t� � Found �'%n P:�C • ((�• � SLB/0OB) LOT 34, SEVILLA GARDENS UNIT TWO, AS RECORDED IN PLAT BOOK 45, PAGES / Q /A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 05°26'50"/rV 229.28'94 72' Sc/Noy%p�l Ar� 229..3/ I C'horo City j I Se! At Foum tb% SE � //L L � i C'hond Lirr I so /5f�r•oF-w o r H 5.4G°20"27"E" WEFT - Founo'�r /ronPi' I�j Chow� o-6d9�u74s='.44 �(Ca'De/ o' P 9. 39/9.72' ��osjoc- o 7�onsforin�^ pI �S '1 ,'4 Eoxn r' ly C\J5\Ot OQ\c Sy P/o/ " tib' /Q 1 • \.moo • oiG c ' 04 Q) O ,S 0\a � ,AD N \J 0 \� 1 QJ11 ✓•�� <\l APP Al c P'n P'�, \� .s .6 • �\ jell) Gt Fourzy /z%ron titi C(\ C (� aAq/0CB) � p c k % w 00 ._ 2 E�7 -1 M � -i -j -i -i 2 �U ��U Z U U U U C) 2 0 � F- � q f E m w ƒ w 2 w w it U w p m E § 2 4 E © S ' 7 -0 k g « « U ƒ ƒ 0 U / _7 2 2 ƒ 2 2 / c k R ® 2 2 m S k A 13L q m a U t a � cu � cl N Z kc tn w I � c 2 W 2 2 ? ) g R Q 0 / / / / � k ® F- 0 2 C:) U U 7 / Ih CO q � k \ -i E # / g I C 4 O O & q k � c CL 0- U ° \ \ / O w w T o >LU 0 20R q (n 0 0 - b b §r- / / / N ƒ $ % o L T- T 2 � � v � O a k 7 \ 2 � 2 g R o 0 0 2 CL / # gomq � 2G2 v C) � m ¥ a t a m 6 CL F- 04 \ �CL 2 a � k / / 7 D 0 22 � N En OL \ C co % 0 2 0 0 2 � o 0 a k 3 M ° 7 LO g q G k / r- 3 2 g 2 Cl- O o 2 § 2 / w 00 Q. v R 7 U 2 @ @ # _£ o cu U) J z m 7 'Tatn � a � � It I / -JC \ 3 T- 3 T 3 O E _j 2 'a E E �021) % F- Q % Q k F- :E m k E PAGE 1 Late: 03/31/97 MANNING BUILDING SUPPLY LOG # : G0190 TRUSS DIVISION JOB #: JACKSONVILLE ;alesman: JOHN FERGUSON Pitch: 7/12 ustomer: LANDMARK HOMES Job Name: LANDMARK HOMES Address : Address : LOT 34 SEVILLA GARDENS esigner: KS Left I Right I (Extended tyl Span I O.H. O.H. Description Price --------------------------------------------------------------------------- 1 13 ' 11"8 2 ' 0 ' T1-H1 7 ' SB VLT 0 . 00 1 13 ' 11" 8 2 ' 0 ' T1-H2 9 ' SB VLT 0 . 00 1 13 ' 11"8 2' 0 ' T1-H3 11 ' SB VLT 0 . 00 1 13 ' 11"8 2 ' 0 ' T1-H4 13 ' SB 0 . 00 2 13 ' 11118 2' 0 ' T2 Mono 0 . 00 6 13 ' 11"8 2' 0 ' T3 Mono VLT 0 . 00 1 13 ' 11"8 2 ' 0 ' T4 Mono 0 . 00 1 10 ' 7"8 0 ' 0 ' T5 Mono 0 . 00 1 10 ' 0 ' 0 ' T6 DTC Gable 0 . 00 2 10 ' 2 ' 2' T6 Common 0 . 00 1 19 ' 11" 0 ' 0 ' T7 DTC Gable 0 . 00 2 19 ' 11" 0 ' 0 ' T7 Common 0 . 00 3 19 ' 11" 0 ' 0 ' T7a Common 0 . 00 1 19 ' 11" 0 ' 0 ' T8 Girder 0 . 00 1 7 ' 0 ' 0 ' T9 Girder 0 . 00 1 10 ' 10" 2' 0 ' T10 5 ' 5"SB 0 . 00 1 10 ' 10" 2' 0 ' T11 Common 0 . 00 1 21 ' 8" 2 ' 2' T12-H1 7 ' SB 0 . 00 1 21' 8" 2' 2' T12-H2 9 ' SB 0 . 00 7 21' 8" 2' 2' T13 Common 0 . 00 1 15 ' 4" 2' 2' T14 7 ' SB 0 . 00 1 15 '4" 0 ' 0 ' T15 Common 0 . 00 1 15 ' 4" 0 ' 0 ' T16 Girder 0 . 00 j 1 6 ' 9" 8 2' 0 ' T17-H1 7 ' SB 0 . 00 1 6 ' 9"8 2' 0 ' T17-H2 9 ' SB 0 . 00 1 715" 2 ' 0 ' T17-H3 11 ' SB 0 . 00 1 9 ' 3"8 2 ' 0 ' T17-H4 13 ' SB 0 . 00 1 25 ' 4"8 2 ' 0 ' T17-H5 15 ' SB 0 . 00 1 25 ' 4"8 2 ' 0 ' T17-H6 17 ' SB 0 . 00 , 1 25 ' 4"8 2 ' 0 ' T17-H7 19 ' SB 0 . 00 7 25 ' 4"8 2 ' 0 ' T17-H8 , T18 19 ' SB W/Piggy 0 . 00 0 25 ' 4"8 0 ' 0 ' T17-H8 , T18 ALT BRG 0 . 00 1 37 ' 5"8 2 ' 0118 0 ' T19-H1 7 ' SB 0 . 00 ' 1 37 ' 5"8 210118 0 ' T19-H2 9 ' SB 0 . 00 1 37 ' 5"8 0 ' 0 ' T19-H3 11 ' SB 0 . 00 1 37 ' 6" 0 ' 0 ' T19-H4 13 ' SB 0 . 00 1 37 ' 6" 0 ' 0 ' T19-H5 15 ' SB 0 . 00 1 37 ' 6" 0 ' 0 ' T19-H6 17 ' SB 0 . 00 2 37 ' 6" 0 ' 0 ' T19-H7 , H8 19 ' SB W/Piggy 0 . 00 2 6 ' 4" 5 0 ' 0 ' 2 ' SB PIGGY 0 . 00 ' 6 6' 4" 5 0 ' 0 ' PEAK PIGGY 0 . 00 11 1 ' 2 ' 0 ' 1 ' C/J 0 . 00 i2 l ' 2 ' 0 ' 1 ' C/J VLT T1 0 . 00 ll 3 ' 2 ' 0 ' 3 ' C/J 0 . 00 2 3 ' 2 ' 0 ' 3 ' C/J VLT T1 0 . 00 10 5 ' 2 ' 0 ' 5 ' C/J 0 . 00 1 5 ' 2 ' 0 ' 5 ' C/J VLT T1 0 . 00 1 7 ' 2 ' 0 ' 3 ' 5' 2 E/J T19 0 . 00 1 7 ' 2 ' 0 ' 515112 E/J T19 0 . 00 22 7 ' 2 ' 0 ' 7 ' E/J 0 . 00 1 5 ' 0" 10 2 ' 9" 15 0 ' 3 ' 6"14 H/J T17 0 . 00 2 7 ' 7" 15 2 ' 9" 15 0 ' 515" H/J T10 0 . 00 3 9 ' 10" 13 2 ' 9" 15 0 ' 7 ' H/J 0 . 00 1 . 9 ' 10"13 2 ' 9" 15 0 ' 7 ' H/J VLT T1 0 . 00 -------------------------------------------------------------------------------- (Q) SC-,P,3 -- Total Engineered Price 0 . 00 93 1 19' 32'6' P+-44 10'6' 2 F _ _ _� __ �- _ - -- _ _ v -� 1 T 7-w V m =— V T a c ata 'r N TIB 71 r � ' p 7 - N N 1 1 26' -�-12'1"8--� 63'6" -i- 10'6' R;9 s Cr xm >w aw a tY N ."N D zn9 r " czii mi io Mr or Mm v 'a idoam>vo sc Z A,22 ms m mrQri rQi r m m nca ' vow_ c r tiv om im a m mow.. o s zr n m s o osmwmo7d H N, ow C8 o� z-+ o < < nom«� xUa m a� wo o mo > s m �>>w m D .rw Z i m� w w w r o n2 >On Ny ^ N y �N Ox mm n Rf ixnir C V/ o utc m so o m msm..rmr Z N .`..i oz a wz y m r < mzCO ->io m 2. m •• mm�ir a-+D asm xc o mm <N=Mzc> Z ' < Q ¢m v o am as mwr z s cr-.m w� G) G") pn Nr xZ 2 02 wo z m Vl im ms a� n � m tniooa m w33 m 9 w r O -P> pe n c Z N r D m o ?Z c o Z C m m O m C m y Z < xZCW,ti w T� " ' GZ1 r mw Tt Zw N T 00 1> Z H w my w m mo m cn ` 0 1 1 1 1 1 1 1 1 1 � I 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 f � \ ` 1 1 � � - I X D C m o O N � rn ti � L7 O C-) i m o v W z z r- M C) m r.. z N N N V O '""' 2 yx o M -- J v z m r c) o -a N N N > V 1 ITS D = O 11 -4 D -- W N N D-I n N p a oaoo � I W o c _ Oz 3 A (:D X n z v N m _ -c") N rn rn — o r v N_0 �' O o z z m p t N O CY) co c r V .~.i O C O O co m_ cA y o--z y N W m DtA p7 m O c s= O D O ➢ p r C- CD - o oo� o ➢ so`c N or+r �-1II 3 70 � \ N cnO n D X = > Z D Or W D x - _ O N O i _ ~ (D 9_ O 's n> i �• < V, U'I iso z=nor (D X X i+(D c_ 0 C-t ➢ II — z O Co f rn W CS N W m A dx Lf, 7 p som a X corn a r n ,-n — f r co I r D O £ m . n rco — v Z O r o r z z C� (:'J Z Ln Z7 m Z II O O r^ S n (Q� V O ➢ n v f =0� m 0 0 L m p _ w � o n o „ c m �J 70 > D I D X X m C — tD 3 W W Z Z rn 3 U'1 .Z7 n D O 03 Z /'• � � II n z C) D n a c" z W mG'7 --IOrn � C 4:- r 3 N w z (n p 07 CO —� -� II m ➢ 11 z N a Z � £ ➢ W "O C O C7 C) C7 C7 T Cb G'�m m cr+ � n D I r O r -i z w C) o o — r > m r r r r r- Cp D 3 �' o o --I co T p G7 C7 03 m N m Q. 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Cn w O) CO O �--• ul < ml w lAD � Vo N l0 T c CD 00 co o "0 V a rn V Ln A A V O W 0 a ooaa rn rn= Oo v m rn -4 v r m 3 r O z rn n n o V, o O r N N N Z X D n X X X 17: 4 £ -0 A A A A 3 M -L/I0 (n D m v v v � n (p vi III A O D w N N C) IL Ji II Z Z O 3 C V � O N m NN Ol r r (n p W Moll -- oo x c '>^''z l0 O O Q1 D r D u X O Z m r o o N W 4;1 III D Z Simon O Lcl v D O >^ I C-t (n r -i Tco A O unci •.�op s U' lD _D Do C r- N T' III o� p mc- - (D Ln �'<oo z� coin c==o - N s'Z h-• 3 D -0 c £m5 T V) .� O C Z n O _ mea- _� �, � � -<• � Or03 : o c op o m 0 m rn n rn x � r -4m O -0n O £ N ;m m N n r QJ ^ 7 C) - O O r z r O rn n _ '- •_ L WO z cry z -0 o v -Oi0 (A F9�i1 � n ^ z (A o ;rJ-4 �r A 3 � -Di3 0 m ^ O D CD O C m p cc n S ti i -IN � aG1 a - (/� O -I W Cvz co z v CD rn m II N "O C O C"7 C-7 C7 C7 O A O D co co c -aa � zv+ • n � CD A C O O ^ z D o z n •3 rn n r n D o (n o x n z m N � I O O v O m o 0 c 3 0 N h D O 0 0 0 0 0 -1 C z 3 Ln O m (n (n (n (n (n c _" TI TI TI T T O v o z O C) -1 CA S O O 70 n rn ;o m n �c D m C O O E -4 TI m m a Z (p (n w D (Jn c m co v' O \I m w Ul un !-� E o m 00 00 T v V T v V co ® TM FOR TECHNICAL INFORMATION: 1 800 SE SPECS Southeastern Metals Manufacturing Company, Inc, 1-800-737-7327 HURRICANE ANCHOR Design Features: These ties add increased resistance to wind uplift. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. Materials: 20 -18 gauge alvanized steel DIMENSIONSS FASTENER SCHEDULE ALLOWABLE LOADS WIND/ PRODUCT LATERAL EARTHQUAKE PER DESCRIPTION CODE GAUGE W H RAFTER PLATE STUD (See Installation) UPLIFT UPLIFT CTN 133% 160% Al A2 6d 8d 6d 8d Regular HCPR&HCPL 1 20 j 11/2 l 5 1 4 4 1 4• 1 145 95 j 400 510 480 520 j 500 Long Tie HCPLR&HCPLL 1 20 1 V2 6 4 4 1 4' 1 145 95 400 510 1 480 1 520 LIDO Dbl.Long Tie RT10 1 20 11/2 101/2 1 5 x1 1/2' 8 5 x 1 1/2' I 115 95 1 500 555 l 555 1 555 1 100 Reversible RT12 18 11/2 45/8 4 4 4• 100130 380 380F960 00Truss Tie HCPTA 18 21/2 20 8 — 8 I — — B00 990 990 50 FOOTNOTE: May be installed on each side of rafter for twice the loads when the rafter thickness is a minimum of 2 112*or diagonally when rafter is 1 1/2". Regular and Longue hurricane anchors also available in 18 gauge. •Altemate stud plate application. W INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. 2-16d toe nails from truss to top plate equals 300 lbs.additive to listed lateral loads parallel and perpendicular. SEE GENERAL NOTES: 1,2.3,5,6, 10 CODE COMPLIANCE: S.B.C.C.I.#9166,#9320 METRO DADE COUNTY REPORT#92-0830.6, �— Submitted 1/93 for a National Evaluation Report(NER#Pending). : = w DOUBLE LONGTIE IH •,•i l TRUSS RT10 • REVERSIBLE ' TIE 1 H HCPTA REGULAR H LONGTIE 1H RT12 HCPR/L ' •I HCPLR/LL Al Wim' Al Al Al ,. –yam/ \ ' ��� May be installed on each aide of rafter for ^ twice the loads when the rafter thickness is a miminum of 2 1/2"or diagonally when A2 . \1r rafter is 1 1/2" A2 I "-I ' 1 — t iz Rafter application Rafter application Rafter application J ' - I -TOP T PLATE I ties installed diagonally asp l I from each other 2 1/2' (MIN) Stud application Stud application - Stud application HCPR/L HCPLR/LL RT12 r TOP_ (Available in left or right) (Available in left or right) PLATE 1 ties installed back-to-back 37 DWT GIRDER TRUSS ao � pR0 pR STRAP UP TO 5400 LBS. FOR RESISTANCE TO WIND UPLIFT �- • DESIGNED TO MEET THE DEMANDS OF RESIDENTIAL CONSTRUCTION FOR HIGHER WIND LOADS ' • DESIGNED FOR WOOD-TO-WOOD OR CONCRETE-TO-WOOD APPLICATION • WASHER / PLATE ADDS INCREASED RESISTANCE TO WIND UPLIFT • ALTERNATE FASTENING SCHEDULE TO ACCOMDATE NAILS OR BOLTS • 5/8" ANCHOR BOLT TO SILL OR CONCRETE BEAM AND FASTEN ON STRAP CONNECTOR • GALVANIZED STEEL STRAP ' GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS STRAP WIND F EARTHQUAKE PRODUCT 1 UPLIFT 133°4 UPLIFT 164W* PER CODE STRAP PLATE W L H CL PLATE Q� NA#LS BOLTS NAILS BOLTS NAILS BOLTS 1 { 10d 16d 1!2' 1Od ,16cI 412 14 2 2315 2745 1620 12780 13295 1945 16 3 2645 13135 2430 13175 1 3765 2920 SGP3 14 1/a 3 4 181/4 1 1/2 (1)5i8'SCL7 . 18 4 1 2975 3530 3040 13570 4235 3040 10 21 5 1 3470 1 4115 3040 14165 4940 3040 ' 24 — 3970 1 4705 — 4750 5400 1 — W METRO- #95-10818.11 ETRO#95-0818.11 He t, 1 L` 9//( TRA CORPORATE EfFAD QUARTERStDUSTRYui RIVE IN a Lu 77 JACKSO;VYILLE,.FI ORI;AD322 9 e ... ' LL .. `.. < -NhFI4.NAL WAIS(96 0)874-D335 SOUTHEASTERN METALS MANUFACTURING CO. ,IMC. TECHNICAL SUPPORT(804) SE SPECS � CTORS METAL CONNE HEAVY DUTY TRUSS HANGER 16 & 14 GAUGE DIMENSIONS FASTENER ALLOWABLE LOADS SCHEDULE PRODUCT FLOOR ROOF WIND/ PER SIZE CODE GAUGE W H D HEADER JOIST DESIGN DESIGN EARTHQUAKE CTN LOAD LOAD UPLIFT UPLIFT 100% 125% 133% 160% 2x6 THDS26 I 16 15/8151/8 3 18-16d 14.10dxl112 2335 2490 1 1285 1 1285 40 2x8 THOS28 16 15/8 1 7 3 28-16d 20-10dxl1/2 4090 5110 2450 2450 30 2x10 THDS210 16 15'8 9 3 38-16d 26.10dxl1/2 I 5550 6935 ; 3180 I 3180 20 13/4x91/2.14 THDS1795 16 17/8 87/8 3 1 38-16d 26-10dxl112 5550 6935 3180 3180 20 2x6(2) THDS260 14 3 1/8 43/8 3 I 18-16d 14.10d 2645 I 3310 2275 2730 10 2x8(2) THDS28D 14 13 1/8 61/4 3 28-16d 20.1Od 4115 5145 3255 3550 10 2x10(2) THDS210D 14 1 3 1/8 8 1/4 3 38-16d 26-10d j 5585 6985 3550 3550 10 4x6 THDS46 14 1 35/8 41/8 3 18-16d 14-10d 2645 3310 1 2275 2730 10 4x8 THDS48 t4 35/8 6 3 28 t6d 20 tOd I 4115 5145 3255 3550 10 4x10 THDS410 1 14 135/8 83/4 3 1 38-16d 28.1Od 5585 6985 3550 3550 10 Minimum header thickness is 3". C --,21/4• \ �• •� it .i, ��, .. '� . H W \fD NOTES 1. Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. 2. Design loads are based on Southern Yellow Pine wood species with a specific gravity of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. 3. Fasteners are common wire nails for single shear(Two Member Connections) with ASTM A653 Structural Steel Grade 33 side plates. 4. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D 1761. 5. Maximum downward load capacity has already been increased for a duration load, when permitted by National Design Specifications for wood construction not exceeding 25%. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable load uplift percentages shown, 133% and 160%, reflect duration factors appropriate for different building codes as defined in the National Design Specification for Wood Construction. You should select the uplift% that is applicable to your building area under your governing building code. FCF "F7 CTM TITLL. HEAVY DUTY TRUSS HANGER .Southeastern Metals Manufacturing Co., Inc. DRAWN BY (It[.(Kin nr APPRnvrn BY DATE 1180/ Industcl Drive -Jacksonville. Florida 32218 B.L.B. J.W.H. 5/12J95 PART SCALE: .MATERIAL SPEC. PAGE: ASTM A653 Structural Duality Grade 33 (steel) &ASTM A924 (coating) THDS N.T.S. 14 Gauge (0.0705" -0.0865') & 16 Gauge (0.0575" - 0.0695") 57 of 58 I ©T' FOR T1800 SE SPECS HNICAL TION: Sodeastem Metals Manufacturing Company, Inc. 1-800-737-7327 TRUSS TIE DOWN STRAP (Sanibel Strap) Design Features: • Provides additional increased resistance to wind uplift to secure rafters/trusses to wall studs,top plates or concrete tie beams. • The Sanibel Strap and True Tie are similar connectors which fit over the top chord of the roof truss and attach to the wall plates and wall studs. Use the True Tie when the distance from the top chord to the top plate is less than 10" and the Sanibel Strap when the distance is between 10"and 18". • Designed to allow gun nailing for quick installation. • Warning, use protective eyewear when installaing with nail gun. Materials: 18 gauge galvanized steel ` HD7/3 SIZE P ODE ODUCT DESCRIPTION GAUGE PER 19' (� 2X HDP2X Silo Sar"Strap 18 2S 2X(2) HDP?-XD Double Sanibel Strap 18 25 \. FASTENER "ALLOABLE v ya SIZE PRODUCT CODE GAUGE SCHEDULEPPEERNIN CONCRETE 2X HDP?-X- 18 8-NK or DN 1875 25 ✓ to va• ' 2X(2) HDP2XD• 18 8-NK or DN 1875 25 HDP2XD INSTALLATION: Power actuated hardened nail fastener=DN. Hardened concrete screw type fastener=NK 13/4• Consult fastener manufacturer for installation information. ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE ALLOWABLE LOADS ALLOWABLE LOADS / FASTENER WIND UPLIFT/EARTHQUAKE 133% FASTENER WIND UPLIFT/EARTHQUAKE 160% r / TOTAL NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS SIZE 2 4 1 6 1 8 10 1 12 SIZE 2 4 1 6 1 8 1 10 1 12 8d 1 220 1 440 660 1 880 110011320 8d 265 530 790 :105511320 11585 10d 265 535 800 1065 1335 1600 10d 320 640 960 11280 1600 1920 j 16d 320 640 960 11280 1600;1915 16d j 385 770 i 11501154' 1915 2300 FOOTNOTE: Fasteners are placed on model#HDP2X each side of truss,2 in the top layer and 3 in the bottom layer of the double top plate members. Fasteners are placed on model#HDP2XD each side of the truss,3 in each layer of the double top plate members. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6,17,10,12 CODE COMPLIANCE: S.B.C.C.I. #9166,METRO DADE COUNTY REPORT#91-0830.8,Submitted 1/93 for a National Evaluation Report(NER#Pending). TRUSS TIE DOWN STRAP RUE TIE T11 Patent Pending 15/8• LATERAL PRODUCT LOADS PER \ SIZE CODE DESCRIPTION GAUGE Al CTN / HDPT2 6 1/4• •, 5 1/2• 4-1() SINGLE 2 2X HDPT2 Single True T e 18 450 f 50 2X(2) HDPTD Double True Tie 18 450 50 e\-'I 314• HDPTD "1 3/4" ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE DOUBLE ALLOWABLE LOADS ALLOWABLE LOADS FASTENER WIND UPLIFT/EARTHQUAKE 133% FASTENER WIND UPLIFT/EARTHQUAKE 160% TOTAL NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS SIZE 2 4 6 1 8 10 12 SIZE 2 1 4 1 6 1 8 10 1 12 G �� ` Al 1 8d 220 440 660 1880 11 00 1320 8d 265 1 530 1 790 1105511320 15851 10d 265 535 800 1065 1335 1600 10d 320 640 960 1280 1600 1920 16d 320 640 1960 11280 1600i1915 1 16d 1 385 1 770 11150 11540 11915 230011 FOOTNOTE: Fasteners are placed on each side of the truss into the top 8 bottom layer of the double top plate members in equal quantity. Fasteners shall not be less than 114"from the edge of the _ ' strap and spaced not less than 3/8"from the edge of the framing member. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6,7 CODE COMPLIANCE: Engineers sealed approval available upon request. Submitted 1/93 for a National Evaluation Report(NER#Pending). i 46 - CuC.•.. r-� �� 70 � • • A •L �p N� — p, 0r- � � J� •«••3 < -�4000 00 -0 00--.-, a w wNN0- 6G06000 3 r O O CCO Q O O Q OOC ••� n 7 n w s••+�- - !-• n n ; -- > OOQ01C0 D ^ ►- 7 J ^ n _ N Ns 77Qt ( QGOOOloo „ p ° ^ ►- N rN O ooc .�or.oeoo0 001a0 p S m o 0 oc N r1p r o LA cl►3 '� - �„ tJ+ w � J •'f v Z `.: x x w '�rn (� N r ` Y C Q to OBD r d Cu a s C A o ~ r x n N t r ` n - - - A r c ' �T �Fi 2T iO c ° o `a N = r o M A c F :y Qy r c Q. 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