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128-7,8 Seminole Rd (vault) w JOB ADDRESS /a g'7 / -�564177I/16-LE- TYPE WORK __ sA-Z PROPERTY OWNER 4 4-- TELEPHONE, CONTRACTO TELEPHONE 17/- 7;1 9 6 PERMIT NUMBER '.2(") 3 S -4`4-) DATE 51//l Zc o 0 INSPECTIONS: FOOTING 5-/(2 -2450 NAB TIE BEAM LINTEL NAILINGJSEEAT G t r FRAMMLWG/COVER UP ` Q- O -4 v INSULATION FINAL BUILDING ; =20 -c CERTIFICATE OF OCCUPANCY //- z' tt) �12u N wY'V t a, I - 4-c c F RCTRIC.AL PERMIT# l -9 o i (p1 INSPECTIONS ROUGH q -aU W FINAL << -2-4 -0 MECHANICAL PERMIT# O S$'v INSPECTIONS ROUGH 9` - FINAL l! ° 2(9,_o-,) • PLUMBINGPERMIT# ..U! 3 2.o 137 INSPECTIONS ROUGH/UNDER SLAB t 4 3/3 in, TOPOUT WATER/SEWER FINAL I _ ?� , 11'j NOTES: -2 =7 o2 4 -f NOTICE TO: Water Department FROM: Building Department DATE: (:) ', O Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number _ /Ida/Lt.- gL ,_;2o _filleasisssir ,erete1 , e7e7 -27/17 tiolfC e•,,,--47ne/ze Sincerely, A a 1_ Pat Harris Building Department ,A 40 CITY OF /4ticuttec &ae% - wrida F 800 SEMINOLE ROAD 9 ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 .A ��, \ FAX (904) 247-5805 SUNCOM 852-5800 June 14, 2000 To: Jacksonville Electric Authority From: Don C. Ford, Building Official Re: Electrical Service at 126-128 Seminole Road Meter #28894699 and 28894700 Please have the electric service disconnected at 126-128 Seminole Road. This structure has been condemned by the Building Official of the City of Atlantic Beach. Please take note of the above electrical meter numbers. DCF/ph cc: City Manager • CITY OF 74tPa4gtie Eea.e.. - A ^: 800 SEMD(OLE ROAD --_.- -...__-. -- ATLANTIC BEACH.FLORIDA 32233-544.5 TELEPHONE[9041 247-580( 4116e• .: - FAX 1904)247-5805 SUNCOVI 852-5800 0 / Q. / k, ki•00 A(0. 0 ;P,61,/kk. eatr--k ,5,10 /.0.4 -/as/ c� gg g2/699 F _2Y , -'17oo jawer.eb, BUILDING, PL-INNING:-4ND ZONING INSPECTIOA' DEP.-IRTME.VT CITY OFATL NTIC BE-NCH, FLORIDA CERTIFIC-IT` OF OCCUP.-INCY WORKSHEET Cap_ Recueszec: �i L4' 114 ZOO Euildj.ng Ccr.Zrec:c_ : 0 =e_7.1_z Number : Q0039 -4U Z074-62z 4_12ice;c‘ 9.44-4521071,e4,0i, Ca,D _v_ owes: Floc: e-raz_cr.: oP'—J % .3 recui ed as builz * * * air * * * cE•:F.s ISSUING CE.T7F:CA CF OCCUPANCY THE FOLLOWING MUST BE COMPLETE - T.-__7'1\47NT :A:C N1 _ _ D TC A PQcVC: r •^ ' ;forks / /• / if to flv - -ann //-/ 7-d I// 7) au=, ding // j 7- e_fr2) l/ 30 - 00 7" FLOODPLAIN DEVELOPMENT INFORMATION Location:: 4/1 2J Sc..t / gethLcci,,, Type of Development: jas' Flood Zone: ,x Required Lowest Floor Elevation: V. If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date $-3-da Applicant's Signature Department Use: ``/J Required Lowest Floor Elevation V- As Built Lowest Floor Elevation /2,3 Survey Filed with Building Department / 1- 2 j-OD Building epartment Re resentative CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: , Address: 128-8 SEMINOLE ROAD Owner: H & B DEVELOPERS ATLANTIC BEACH, FL 32233 126-11 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FMLY(ATT) Permit Number: 20040 Date: 11/21/2000 _AC DON C. FO'D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 128-8 SEMINOLE ROAD Owner: H & B DEVELOPERS ATLANTIC BEACH, FL 32233 126-11 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FMLY(ATT) Permit Number: 20040 Date: 11/21/2000 DON C. FO'D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 128-8 SEMINOLE ROAD Owner: H & B DEVELOPERS ATLANTIC BEACH, FL 32233 126-11 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FMLY(ATT) Permit Number: 20040 Date: 11/21/2000 DON C. FO D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 128-7 SEMINOLE ROAD Owner: H& B1DEVELOPERS ATLANTIC BEACH, FL 32233 ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FMLY(ATT) Permit Number: 20039 Date: 11/21/2000 C DON C. FORD, .B.O. Post in a conspicuous space t �A Beach-11014k CITY OF ?W an& Office of Building Official REQUEST FOR INSPECTION 6 Date 7/— / .O `�"3 Time 7 V Permit No. /�' A.M. Received / '7 �M/.2 ? i' �- Job A / Local )` Owner's _, / Name � Contractor BUILDING CONCRETE ELECTRICAL PLUMBING M HANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon 4, VVed. Thurs. N Friday P. L/' A.M. Inspection de , O I + . Inspecto A '.I Fi _ eam___ ,.. ertificate o Occupancy' op 4 /j f s ' Date 1/ , . 0 CITY OF f10 ,� a. .' _* _1 �003q. 4.o �t Office of Building Official 'E 0{Q t feu - �, REQUEST FOR INSP I01491) 4"; _ ki Date //— C-P Permit No. Time A.M. Received PM. / Al) ��( N Job Ad• _ Owner's NaL�G i t / Contractor 4/A. BOIL 1NG - CONCRETE s -£CTRICAL ■�..1v1?'1/. ME •NICAL -- ❑ Footing ❑ Rough Wiring ❑ Rough ■ •,r .. ; ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ C READ1 Y FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M.M A.M. Inspection M C'-- P 4 Inspector _ /__ _ y � Fin. ____ •_�• V� Date NOV-29-00 WED 11 :59 AM MARVIN BANKS SURVEYORS 904 641 2060 P_02 MAP SHOWING BOUNDARY SURVEY OF' PARCEL "B". THE NOR7If 1/2 OF LOT 62I. SAL7A1R SEC "1" AS RECORDED IN PLAT BOOK 10 .P,4G OFTfIECURR ENTPUBLICRECORDSUPDUVALCOUNTY. FLORIDA --,.-:;;.:-.-, 4, ,t,.....!,... RE C RCFvO-ID/ -1.[A!• 401/ n .aA .251,,,,,-...,,,-.0"-_ :!:'-:-` .•�.., - 6T//2' !NC%I/ v '000 Sr.r1.5' Q ,� „� J,�,M1.:_•�.r. City of gtlan PAP '_if'e�:�.�, -�/t Buil ti. Beach RadD • - BOOD .. ding and t' `' 4onin ,VbTR•ELBI'ATIO+vSSI70R1'/71-i6'IAl1L 9.ISED ON,VGID792A = BA Ir.ALC7J�'Y g /7.P ITT T 2 STORY 2 S7VRT -,....A~•,..- iREAlED, FR.3.41E0 E YL 17.17Z S/DN6 SIDING ,• DUN EX OLD dS d "-, (ADDRESS NO./2R-P/ CS AV.al-9 p -' 7, P.3RCEL"A' PARCEL B"• 'i 1 11 4 ", eye PIM1:FIN5 FI00R ill 1"LEVAT).V=lZ36' yak 1 y, PARCEL%1- PARCEL"R' /?/• 77P L/' tii1°C -CO.VC' CO.tZ IN 11977 ,r4 ' .•AD Ill<1% h b ki 4.;`' I �N A sawn" _ l U /JP.00' Q1' ,P 25.I' 7P($1:01 7509 . ff.' •1'C0.1'C ETI11ALd.'-: /'10':- _ FNDI/7" FAD I/2" R - /P/SO-10/ SEMINOLE RD (POSTED BYPLAY) LEGEND IABBRLrr2ATTONS (70'RlGfIt OF WAY) .r,X' . CHAT.LINT FENCE CI CENTERLINE 0-0 = WOOD FENCE FWD _ FOUND IP - IRON PIPE BEG = BUJLDTNGRESTRJCTIONDIVE RB - REBAR NO-ID - NOIDENTR7CAT7ON PC : POINT OF CURJ'4 TORB A = CENTRAL ANTR,E PT = POINT OF TANGENCY it $4DIUS LENGTH /VW = RIOHTOF WAY A = ARC,E TO SCALE POC - POINT ON cu AVE /V --- ---77\i--....--.----....------...... I MEILENT CERTIFY TO: ER re MARV R.R.ANA'S EDUC'ATIOVAL CREDIT CIN/O.V:'ST£HART TITLE OFJACKSONVILLE INC SURVIYORS,INC I!'ATSOA'A 17SBORNE AA TI/AT MIS SUR/E!-MEETS THE MINIMUM 2ECHNICIL ST1NA4RDSASSET 2866 M1NGROL'F,AVENUE JACKSONVILLE,FL 3124(4 FORTH FFPR/LBOARD OFPR F� LAND� r RS TEL(9Is)641-ZS?I P4%(904)6(1-2060 FOR T SECT STATUTE-SAND PTE hIC l7.6 FLORIDA ADMINISTRATIVE CODE NOTES tti1-A'/zPG /✓� TN/.f n'A ROLNn.1RY'S1/RK'Y TToOnznVf A' 'OR£PT,(SY'ERT,TNFnlROL/FLOOUP1W7.t NO 12,2n71-c072 I147En fIl•d FLORIDA REGISTERED SURJEYVR MOO TV R BANKS NO 1170 pARYL S BANKS NO 6063 ahla.>CLUTWIB/SED� TJNASSUd/6A revert,.'write n.ponwhYib N&sTRRYN 'S 7T11TdFPLYBU7AREMITS1A7R'N 0,V L4TE .1-P-10,011 TIIISSt XTEY RUT Ail Y Air YTJtNv/J LvTNEPUBLK'RECoROSOR FIC7L7Tas-DP TIIITC7)INTl' SCALE /"=711' rats TURVETPOES NOT OETT-RdI6VE PRSERST//P ,/Q$,h0 793R 5t VFTSLK'EA4ENUAIBBR.N76 - - ... r777)SS UPVEYNOTI nfoUVLESSTHI SPRIATISEAIBOSSEDW ITHTH£SEA4OFTIIEABOFESIG'VED N0U-29-2800 WED 10:04AM ID:247-5845 PAGE:2 NOV-29-00 WED 11 :59 AM MARV IN BANKS SURVEYORS. _ 904 641 2060 P.01 g•.,. Fry.MAP SHOVING BOUNDARY SURVEYOF' 19 al- PARCEL "A'; THE SOUTH I/2 OF LOT 01, SALTAIR SEC "I" AS RECORDED IN PLAT BOOK IO ,PAGE- 8 OF THE CURRENT PUBLIC RECORDS OfDUVAL,COUNTY: G FLORIDA �° 1 . FAO I/I" J ,t• SEt JR'!P..• 12, RB(1'oJnl J.,.7"..".!-:'-:::::.- ..=SQ I(I'-f6✓761` ,..:f: to' —y0 ``•'`:cove`' -[tpv[ ow 719 ' � PAD ':,':`:J1B"'=-:. I?S_'-JV9'=. .NOTE:ELBI/T/OASS9AN(1:16)ARR d1SED Oh.1rrA19 C -w El)r) —� /7/' /7../' 7 "J0',l 21 9 2000 1STORY ?STORI• FR4J(EDd FIAAIEDA City of A antic Beach F'LVYL (MT S1OLAYi SIDING,. 4 Building nd Zoning --.--i CL'DRE.� - _J comuss G�OOR6SS g AYA E:B-7) NO.lld"d) 2-.- ti O� +' P.UPC£L A" PARCEL"I" Y.r a w y • .L PINS/HE/FLOOR b bt6'NATJow-am' °1 yti' v S L° PARCEL A" PARCEL"B" ?., 1'I' 171' ZN q ;;cvvc'" •caw" 4, (1629 i■PA iil D•_,1 :PAD a (IA f% �Z Qt+, L. a SET II" U MAO' Al. q� : SET I61 ��, Rp \ .2100' 2106' a. tvl,RI" ,%S'CO.VCRETE!PACK".:` • �•:-:"'', _•%, PNO 1?^ !P(N0'1D) • - .. . .-:. ;; - .: _r•'.r---;;.:` 1PYV0-1D9 SEMINOLE RD (POSTED EYPL,A1) LEGEND/ABBR.EIJAV O7V S (70'RIGHT OF W4I) .Y--X - CHAIN LINE FENCE C/L = , CENTERLJNE 17-.17 - WOOD FENCE FAD = FOUND 7P - IRON PIPE ART = BUJ LP1cGKE.STRJCTTONLINE RA - ROPAR AO-ID - N•OJDENJ7F7C4TION PC ' POINT OF CURVATURE A CENTRAL ANGLE PT = POINT OF TAN'CSEN,C1' R - RADRIS I2.7Y = RIGHT OFWAY .1 = ARC LENGTH POC - POINT ON CURIE Al = NOT TOSCALE I ,,V\i MARY R.BANKS NICKER',WREST VCAEST CENRAL&7IET TO:rrM(RY,LVV LReTSXY 4/B/4 TUCKER FEDERAL MORTGAGE SURI'z IORA INC STEW./RT rime OFIAX••!f%UTSO.,V 4 OSBORNEP.A. ` TMI.ITT/llS SURVEY MEETS THE AIINIMVAITEC/INK:4C SEIINDARDS.fa'SET 2e 66 A14NGROV EAVENUEJACKSO.ti 1'TLLE,FL 32146 FORME'Y THE FLORIDA BOARD OFPROFEssicN.4L LA7/D SURlC1ORS• T,EL(91721 541-252/1 PA (904)641-2050 P(/RSUANT7t7SECT/ONI710:7FLORlD.4STA rum-AND al.4PTER 61G17-6 FLORIDA ADiIX/SFR 4TIYE 41705 NOTES �.�,,-y-� rials,99LvDARrsUR(ar 7 ?: '1 ZF,c& O/ FLOW)& A' A'As AFATAr(l R7WATI)FROA/FL.,.A0 P,4A A0.1-VA,■75-400., FLORIDA REGISTERED SURI E•YOR NO l370 D(JED 1-l7•ISiY.S AI4RFNR B4NAS 8.14AzVGi atria'BAUD LWASSUAfRD. THERE A/41'B6ADD/1X7NAL JyRR 7WlNS TNATAPPLYBU'T.IREN/7TlHOWN(IV D.,7•• 0-9-.2IJM THIS SLRFEY NITRO'BEF0t,WP IV THE PUBLIC RECORDS(7AF.W/L!7/ESOF THIS COUNTY SCALE I"=20' 77I/s SOME,DOES,W,TD TFRA(hvEOA°.VERSI/IP JOB NO 7938 it crinitsszICKACIENUMZER 60713 7Tf7SSURVET NOT F:4L IO UVL ESS THIS PRINT IS EM5OSSFO WITH THE SEA 1 OF THE ABUT ESIGVED NO)-29-2000 WED 10:03AM ID:247-5845 PAGE: 1 NOV-21-00 TUE 05 : 15 PM MARVIN BANKS SURVEYORS. . 904 641 2060 P. 06 w i /WA/P CI-10WING BOUNDARY.SURVEY OF. PARCEL ';A"" THE SOUTH 1/2 OF LOT 621, S•44TAIR SEC "1" AS RECORDED IN PLAT 10 ,PAGE 8 OF THE CURRENT PUBLIC RECC.R13S OFDUVAL COUNTY. FLORIDA -.1.1°..------Ia010 :7"---- 01 0i . •.;: V 0 FAD/go ~ :'SET-7/1"%P., - l ONV0-149 J. __ S0,p '.16470 /"2• ^% `.,'-11.0,®' `.2 -.,.2.trig,: •:`. 1.•X13' ' , (/f 9)~,itVA .' 1:'' ID,R,l ': YRANSFOR-WER /.8' • -.f MD L.. -7.:/l0'. ...,' ./AP'-'.(/f T).:. IVOTB: B,G -vArfo.M1SSHO!►'N(!2 3e'')ARE 114SFO ONNG-I D 1919 f a-4;- f!•270D " /� RPOA 6.ILCO,VP' ; 0. i •• . :::-::: /7./ft a SPRY 1STORV `` . FRAIIIED& F/14,415,9 R VINYL i7YEI SIDING SIDING b ;;' DUPLEX' D1IPC4t' % (ADDRESS (ADDRESS . _ '• NoT NOT O '0 `n L,POSTED) POSTED) '� S5 a , AI' % FJNSIII(L FLOOR bti ‘17' BLB l�At/�Y-AL i6' 0t 4 y0 PAR4 ..,4^ PARCEL-B" LI .,� J..1' 17.I' 79' t� iN ':cOvc, CO ■ t (1619 _MP. �PiD IJO.12 q W q •5 MOO' .5757-.14?"0�• 0 !7201!74) ` lS. 8' 11.09' -% / °°' \ IcND 1/2^ -`,2 I'c ve:Reny.ovid-•"` O_ ;•^.' END 147." IPONO-lb) 4 - /12019-in) SEIIINOLERD (POSTED BYPLA7) LEGEND/ABBREVt977ONS (70'RIGIIT OF 111419 X—r - CHAIN LIAR FENCE 02. - CENTERLINE 0-__% - WOOD FENCE END = FOUND IP = IRON PIPE BRL = BOILDING RESTRICTION LINE RB = REBRR NO-ID - NO!BEATIFICATION PC - POINT OF CURVATURE A = CENTRAL ANOCE PT - POLVrOFTANGENCY R = RADIUS RAY RJGIIT OF WAY A = ARCLENGTI' POC = PO1?TONCURYE iv - NOTTIOSCALE ■ • .. X \ =--- - •..r NO<J-21-2000 TUE 03 20PM ID:247-5845 PAGE:6-1 \ TUCKER FEDERAL.BANK SURV\Z\fORS, INC E4/15/.4 TUCKER FEDERAL AIOJrIYI44E srd'IYART TTTLE OEJAX:WATSON 41 OSEORN5 P.A. irTHISSURIEI'AIEg7 3'TH.EAIIN/At(,AlTECHNIC4hST.1ND.4Ai ASSET 2866,f,1XGROVEAPENUEJ4CKSONYILLE IZ 32216 FORT,BYTHEFLOR1OA Q.4RDOFPROFESSlON. L LAN DSUf1-E'YOR. TEL(904)641-2520 FAX(904)641-2060 PURSWlT J YECT1ON 4 72..0_7 FLORIDA STAATOTESAND CILIFTER 6IGI7--6 FLORIDA A0A(1X/STR,ATIVE CODE VOTES isLrABOL'NDARrSURiEr .2 ! L/ Ypr747,UNF. a- .t.Se1.3145 l ART,41 Nf7 FROA/FL(x)0 r4NF,LNOi20071-n , FLOR/04REGISTEREQ SURVEYOR NO1-17 MAP SHOWING BOUNDARYSUR VET OF: PARCEL "B', .71E NORTH I/?OF LOT 621. SALTAIR SEC "1" AS RECORDED 1N PLAT ROOK 10 ,PAGE R OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA B--4.", ""----0.--ffillitill5"0"---- $ 4Q,FND//2" •'.'' ,:�' "551-1/2"7P.. - /2' ge ,•:,..2S-D-'', R'` .-� ?c ;• . .,. SET I/2" 7.9 CYAI'C - .cAl P `>.-''OR%Y5•-' YE. �a••;.', _ TRl.NSfOR.1IBR _ - °- I.d' , �, ...,' PAD ,:Al 6' .I2.A'. .I!Q"7' NOTE? E1 Er{TIOJ%SSfIORN(.21 ARE RlSFD ON.VQ D 1929 ,----' BALCONY EALCO.VY - ,• • 17.7•- - I7_/• '-: 2 SAN?Y 2S7r7RY -^2 FR VIED A FRAMED a _ I'!,Y1L riNTL ' S101.t'G S1 d DUPLEX _-'`_ (4DDRESS (4DDR5SS Q NOT , 4 ..I ti POSTED) POSTED) ^S ~` aw e - 'r— O.R' a I etio :-'t Ff,%$I/IE FLOOR V • ELEPATI .V-12lf' ,�� 1. PARCEL"I" ,t4RCEL "I- 24 I 64 4. 171' 171' 7.6. "ti Ga fi , cnNC,.- Tmvc w (IRT) PAD PAD (74w) CZ) VD 4. Qw�} 1.1-.64' �° Q 1F(170) kl \ a I' 4 I.s 6n' Is 60' -"Al, go' ENDUd" -f'CDtiCRETE WALK. ,/....___ ..4._ - « - Fti'DI/.'•' IP(RO-!D) A-`'• •- .—, . -. :- _j . - /F dam SEJIINOLERD (POST AD LEGEND/ABBRE114? O1M:5 (70'RIGNTOFIfr4,Y) NOlf-21-2000 rs,rt rgiwirID:24`(:5845 —•T—••" PAGzE:6-2 owurctvt-c r vV t&UJIA IP IRON PIPE BRL = BUILDING RESTRICTION LINE RS - REM!? NO-ID - NO IDENTIFICATION PC: = POINT OF CURVATURE el = CENTRAL ANGLE PT - POINT OP TANGENCY R a RADIUS RAP = RIGHT OFµAY A ARC LENCMI POC - POINT ONCUR6 N = NOT TO SCALE AMR,/ R. f1ANkS /HEREBY CERTIFY TO; ERIC POBST EPVCATrp.VAI CREDIT ITATON;srENART TITLE OFJAC-KSONYILLE. SURVEYORS !NC Lroc r AATSOh&OSB(1RNE P.A. THAT MIS SURVEYME.ETSTH,EMINA1()4(TECHNICiL STANDARDS AS SET 2W6h`M4NGROdr'AVENUE JACKSONULLE, FL.1-22A6 FORT -BYTNEFLOR/D.4 B04100EPROFESS/0N.IL L.INOSURIEYQRS TR.(00 9 647-2520 riX 004)(5'4,J-205(2 PURS&LVT7)SECT/ON 172027 FLORID,f STATUTES AND CHAPTER `6/Cl7-6 FLORIDA AD, IN7TIldTJF'EC005 ,OTES as!SA Rot VC7A.RY,SURI Y. .061.146t,_.4( Air. Art/V• `f :00Dzo.4'E a' ,4SB/`S'T.i.f(f,RT4/NE:.nFRO,t.4fLCX71.>p4tif!,i>[JI.'Oc7j_1t1A7! loR/O�+RECISTEREDSURIF1C�,4 (TED-/-1 7-19,V5 AI4R1"!.•VR B,4rYfi'S NO 447i7 ;R/NG D,lTEWBAS.ED owisSo1E'Li DARYZ S BANKS ;VO 6063 Emte.e OD/MAW RESTRICT/0NT 77-/AT APPL RGT.4RE NOT SWOON ON' DATE 6.9-2O f) PIT SURyEYBUTAIAY BF,FOIAD IN'ME RECORDS OR f 4c/LITTES'OF - FlsCOUnrr. SCALE /"-Ili' 7SSURYEPDOBS NOT DETERMINE OANER-01P —_ 10.9 NO 7938 MEW LiCENNS'E,'+L7IIBER(A7' THIS SURVEY NOT 1:11 11)UNLESS THIS PRINT IS EMBOSSED Il'ITII THE SEAL OF T/YEABOI'E SIGNED NOV-21-2000 TUE 03:20PM ID:247-5845 PACE:6-3 IP Please call me at 904-247-5826 if you have any questions. Sincerely, F ATLANTIC BEACH BUILDING DEPARTMENT C CITY OF ' I .''�^, lift/ 4trie Eead - 7�mr • 800 SEMINOLE ROAD ^`--7.4,� _ _ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 N.q FAX(904) 247-5805 NOTICE TO: Water Department FROM: Bui ding Department DATE: ,t eAr j (T/ 9/9C 0 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 aeC& 9 /g S— 9 ,. ' ' / ∎,' .ea c9,c0 4 0 3- Y41■A. ../ -9 A/ Si. la i 1 0 1 / 95 o . IIIPA' L-d.----, / A# 0 Si- 71y,, 7 , -,e .-7 Building Department �1 I �� - CITY (1 F .411,111N "`if.... ttiG 6P,aCl2 - tC �_ 4 800 SEMINOLE ROAD ' i ATLANTIC BEACH,FLORIDA 32233-5445 --j ., TELEPHONE(904)247-5800 .I�--a�te� _�_ _\_ FAX(904)247-5805�_-___....__- -_-- ,,� SUNCOM 852-5800 t: n.-. L ?1 I E I -,-1-(-)`(-- ---1 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical inspections Dahl Cc., n ne. Rough Inspections on the following locations have been completed and • approved: PIE SHIT 1 I _/ ADDRESS A'r��ivii i NO. i' R0/60 , 't.- 1 . may"'-. Gf 6 f b �'" `ucx /--) . ---3 .. . 4--..., // 7---i_ /2;1}7---ze_,,AL-- lr 5-3 10 --=c .. 6 j._,.9' ) Please call me at 904-247-5O26 it you have any questions. v. .ecrely., / • ,7'1"---/,--/--, w • ` i / ' °" / Vl a/f� �� H I LHI rn BEACH rbU. ILDIv'J DEPARTMENT CITY OF 411c attic Beach-6Ilacu 1` Office of Building Official REQUEST FOR INSPECTION f - & v 3g --Y O Date Permit No. V mm d Rime ) A.M. Received / � - Y---/ P.M. � 1 /2 — 7 t/ z.k-� /--eArkf-e-;--4- 2 Jo A.. -. — cality .---_______ Owner's �— Name _/ //. Contract BUILDING CONCR' — I ELECTRICAL PLUMBING MEC NICAL Framing ri Fo. • Rough Wiring ❑ Rough ❑ Air Cond. & i Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation 7 Lintel ❑ Final Ti Sewer El Fire Place H Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Friday AM. /r d & A.M. Inspection Made �� /// P.M. Inspector ��i' ' �� Final Inspection Certificate of Occupancy "l Date • CITY OF ATLANTIC BEACH, FLORIDA ApprOvdby APPLICATION FOR ELECTRICAL PERMIT 20b TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Q�� 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. tea, _ ` / LECT I AL FIRM: / `/ MASTER E ECTRICIAN SIGNATURE JQU NEYMAN NAME I+/_t. '0 • / f0/ " , ADDRESS:I 77497 !/1�j�FA6- OX BLDG. SIZE BETWEEN: RES. ( I APT. ( ) COMM. ( ) PUBLIC ( I INDUS. ( ) NEW ( 1 OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. SIGNS ( 1 SQ. FT. SERVICE: NEW ( ) INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE ‘p41 AMPS I PH 3 W2-OVOLT ` l RACEWAY FEEDERS NO. SIZE NO. SIZE NO. ` SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL 1 RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS 1 31.100 AMPS. SWITCHES 1 INCANDESCENT FLUORESCENT & M. V. FIXED • 0.100 AMPS OVER APPLIANCES T _ 1 BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS ` TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. 1 MA. MOTOR SIZE SWITCH FLASHER EACH SIGN ■ FORWARDED $ TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT — - LOCATION INFORMATION PERM iT INFORMATION -- C Permit Number: 20627 Address: 128 SEMINOLE ROAD TPO1 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: DUPLEX Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date issued: 9/14/2000 Name: ARMSTRONG, DANE Total Fees: 25.00 4 Address: 127 SIXTH AVENUE Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 ne: (904)241-9271 Date Paid: 9/14/2000 Phone: _ ---Work Desc:60AMPS 1 PH 3W 240V TEMPORARY POLE CONTRACTOR(S) APPLICATION FEES 1 BROOKS & LIMBAUGH PERMIT 25.00 Inspections Required FINAL ELECTRIC , j ■ NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" _________- ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �;y�.B� ih _AA' C a Date: 9/'4/0i� I31 Receipt: 5.30 14 ATLANTIC BEACH BUILDING-DEPT. HECKS va1e�® t rO 4.- °I II 41 G /CITY OF ' Office of BUildin REQUEST FOR g Official Date �j "s' _0 O INSPECTION Time Received A.M. Permit No. Q i/ / PM. / l�[ 010 ress --� -, `/Owner Name I /���-LL.L_y i ��• Locality _ BUILDING �� / c CONCRETE -Contracto��J Framing RETE ELECTRICAL PLUMBING !� Re Roofing Footing / Insulation Slab Rough Wiring PLUMBING Air C Lintel ❑ Temp Pole Rough LL"'HANICAL D Final Top Out Air Cond. & Sewer 0 Heating Mon. READY FOR INSPECTION ❑ Pre Fab Tues. ❑ Wed. Inspection Ma.- �a� Friday . Inspector I, ''`.'�— Final Inspection Certificate of Occupancy Date ��,, CITY OFt_4104414 �y �eaMIsc Q"' Official p - / office Ot BuiR�INSPECTION D �D EST FOR p O REQUEST permit No� Date P.M• Time Locality Received / L f�MECHANICAL�, MECH ❑ Job Address / Contractor P�MBING Cond. & l ❑ Air C er's )j4/G ELECTRICAL Rough ❑ Heating ❑ Own CONCRETE Rough Wiring O Top Out ❑ Fire Fab e Name CONCR C Temp pole ❑ Sewer P BUILDING' Footing A.M. ❑ Slab Final P.M Framing. ❑ FOR INSPECTION Friday- Re Roofing ❑ Lintel READY Thurs. Insulation Wed. A.M- Tues. P.M• Final Inspection❑ Mon. / a a Occupancy❑ i ' te/ Certificate of O Inspection M '- /�r �`�` / � Date Inspector _ `c/9-4/�/ ga,. ,e1, qli CITY OF 411.anlic /3eacit-41 Office of Building Official q REQUEST FOR INSPECTION (9- �a Permit No. r Q'i O'D i O /� i Date A <y /aJ=«/J/ Time �. Received � / �� � 2 � � i Locality y,� q Job Address �' S �d "' 1 / _ T Contractor =r MECHANICAL Owner's ti PLUMBING Name ELECTRICAL Air Cond. I a-705 74- CONCRETE Rough ❑ Heating BUILDING � Rough Wiring Top Out Slab Temp Pole ❑ Fire Place Framing Slab Sewer Pre Fab Final Be Roofing Lintel A.M. Insulation READY FOR INSPECTION P.M. Thurs. Friday -- Wed. Tues. A.M. Mon. y P.M. 411 A Final Inspection r: talpAirew Occupancy Inspection Made Certificate of Occup Inspector ;-s �� n 'n Date CITY OF ATLANTIC BEACH I MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20580 Address: 128-7 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):621 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est.Value: Parcel N umber: — _Improv. Cost: OWNER INFORMATION Date Issued: 9/01/2000 Name: H & B DEVELOPERS Total Fees: 47.00 Address: 126-11 SEMINOLE ROAD Amount Paid: 47.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/01/2000 Phone: (904)242-0503 —_ Work Desc: INSTALL CENTRAL HEAR AND AIR CONTRACTORS) APPLICATION FEES _ — ` 47.00 DONOVAN HEATING AND AIR PERMIT Inspections Required ROUGH MECHANICAL FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION _____ BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ___— —— ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LA'.R?,,_,A 947.00 14 Date: 9/01/00 01 Receipt: 0085254 ATLANTIC BEACH BUILD�NG DEPT. CHECKS 7118 00100003221000 i AA11�� Beach-OF 4IIa is -4 knicla / Office of Building Official REQUEST FOR INSPECTION �/� Date Permit No""�-' 039 4 O Time A.M. / Received P.M. / a2 I— ? 4// i ;, </2 Job y er, :lily Owner's Name Contractor f id y BUILDING CONCRETE AL P - - ' MECH CAL Framing ❑ Footing ❑ Rough Wiring ❑ -•1 ❑ Air Con:. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out = Heating Insulation Lintel ❑ Final ❑ Sewer �i Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made 7� ere P.M. Inspector 4.; ��TA 9, Final Inspection ❑ Certificate of Occupancy ❑ --‹ r; Cet... L Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 –� PERMIT INFORMATION i LOCATION INFORMATION Address: 128-8 SEMINOLE ROAD Permit Number: 20581 &ATLANTIC BEACH, FL 32233 Permit Type: MECHANICAL Township: Range: Book: Class of Work: NEW Lot(s):621 Block• Section• 1 Proposed Use: SINGLE FMLY(ATT) Subdivision: SALTAIR Square Value: Parcel Number: Est.Value; OWNER INFORMATION Date I —� I Cost: Name: H &B DEVELOPERS Date Issued: 9/01/2000 Total Fees: 47.00 Address: 126-11 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 A�.....ll,vu 47.00 � Phone: 904 242-0503 hnt Raid: � 9/01/2000 Date Paid: ' Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRACTORS APPLICATION FEES 47.00 .__---__ DONOVAN HEATING AND AIR PERMIT I1 I Ii I – Ins' - ons R= .wired ROUGH MECHANICAL FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ._ - ISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND BUILDING MATERIAL, RUBBISH __ -- -—-- - --- MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY "FAILURE TO COMPLY WITH _______ OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" _— ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION ISSUED _—_ FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. __ _ 6'71 /J i 47.85 14 (. Dade: 9/01/00 01 Receipt: 008`,254 ATLANTIC BEACH BUIL.I G DEPT. X61 ®00s2E 1090 AUG-31-2000 12:12P FROM: 247-5845 70:92413745 P:1/1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH A1tAbmc slACH.FLORIDA ra;73 APPLICATION FOR MECHANICAL PERMIT .ALL.,,Nuanecjt IMPORTANT—Appl;cant to complete all items in sections I, II, Ill. and IV. I. LOCATION Streit Addnu• y 4-n;t°3t!A� -r i .y /1 OF t.l.ri.itt Shwa; I.f.4■ `M \ ,7 ) i Cl�l MINIF BUILDING S.ir.41r114n Ii- IDENTIFICATION—To be completed by all applicants. I. radii/I./64o of p.rinIf q1r.. far d..np Ills•rork.r d. "" with tM .ffrclgd plinl •nd I•.eiflc.I:w,I.hick ►r.• wb.d G. .the In or Ifal.rc• ...;.rrkq.it)to ooAllom.dqn work In .font.e. et'pod.pr.cftcw 4it.d fh•,... art Aire►••d .. •ccad..c..flh Nis Ci+y of Jechawills..dwrneq end d.nd.rd. Nines alt Mr.liulaal•• Ge.kagn{Mid; I )0 I' A i in p Mayes..runt,Dwarf -ICA IIIP.,44 - a s ,T-t) * caJ Q SI}n.f.ty of O...r / Sien.f ,of..ANNtorfood Aqn v f Aicti!•-il or Enpinset III_ DEL INFORMATION — A- Tyre of Latins WI e. it II.e►ft. If 011fgp CONSTRUCTION ILtrta DOftlC ON Trots IUILalrla DR 8175 f (?r-' 0 Gal—❑ V 4 N.Mrs( 0 C.M..I omy ❑ ON SF yes. GI Ye NuMICR a cowarRam PERMIT .214fDO aj°- ❑ Ofh■.—Sp.etfy IV. sdeDNNwscAL UQUIPI4 ST TO II IN6TAt4Rp NATURE OF WOAK 1►,.id.CeePMt. t Of p e psaeh es bed of fii`fens) Residential a D COMMOrGRaI 0' No.' D SOB* ❑ I«ae.t Al Cwrn.t 0 Ro.r y oo,awmRtp Pi Aim Cat/M.41w 0 Rees 21. C.etna CI Exlettnp OiSkInJ . t Stds.: t'd'f■t{.L T11k6r.t4_,.. 0 no placement of r) 7 .nanny intern New)net■IEatIo (Io*ream .rl owly IytrflecO M.►lm.m yp.tlty " 41r6 O R.#r{ye,■tfe. ID futenalOO m aCd•Cn t0 ed■tlfq Atom Q Other—3AeCtly ---®__❑ CoolLip foe. Capacity _—. Num. ❑ Fire tarrtlliint Member a# II+.d` Q &yeM. ❑ Y.ntlIN ❑ E.orlih. _)ISwbrt) 0.O.Islt.e Igetlw} TN/;7PAG!amt OtR�RCR uk ONLY ❑.-Taet. (■.mberl (Rtwte+l Remark. Q uQ cont.f...>,�^,I••mb.r) G U■Rgd pew"vim* ----„ T ti Ulm Pima App,ered bp Ws.. D w....boar .■—•- P.fsit .,___ . LOT ALL EQUIPMENT — - _�— AIR IXIKOrrIOKING AND REFRIGERATION EQUWP)titNr limber Mao DY01ipt ost Weal NamD.e lleasuarsabirer C=7. A=1. mom=•FURNACES,FOILERS, FIREPLACES Wash,Unita LHeeriptken 7AsOn Mambos' xsamimaWnt Mg TANS Mow Yam Natelocl capoaltr iyYe Ueda Nays of Serial Ap�R coatAtne4 besuaLettlev —. Na li IIAE iNammidow coatAtnei besuabottorir No. 4'/� i-31-cFtld17 1e:lcr rKull; c•t 1- o-rJ - — BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATIdMT.0•*ACC.moon soma APPLICATION FOR MECHANICAL PERMIT CAL •N NUMBER IMPORTANT Applicant to complete all items in sections I.II. Ill. and IV. 1, LocArkON um,A4dvi :'- VY,1 i n OL � �[ �. l C. &AC-f-(-- OF "'amine Sk..r.1 hr. i■ a.4 tcci V p �WLDING Sdr.dkMle. U. IDENTIFICATION—To be cornploted by ali applicants. • is aar.id.nf7.e of ps.wdr Ono ha lone the.at at do Oath la W Raw Aalr.su.,Irn6r alma to raps..4 wool k secwdMn of*Ott otr did Own ..d spciltut;.n.:A:cA sr..pig 6.rs.f swd le.scmds.cs.API Ns Cit.of Jechrotito..irw..cw.sd.►.nd.d, d quad.pNdlp Bead Amnia- Num d Idwlaafpl`\ tom— c �`�• Cook..,,IMef) V0r"{UV 1 l4 L�r1-7 / I ^- ►M Ma1d"s 'c 0.3q maim a nor.*Chrosr 'D 2 t 1 • Daaor •AsthwiN!Apes Aretilsl w Ilt. IMNERAL INFORMATION A• Tqo of limbo WI 8. PS OnaMA cOUSTBUCTtOa plea 0sui�aN ll. rk tots luab.a OR slit? - (/4 Ges•—O V Q Ndr.al Q C..n.l Macy or Tu.Give M111j[SCA/OF ITPUCfleR c(I PfrAOOT O Off=_%miff IV.Mcaiw,CAt 1otH/MNf TO no WARM aNnnt&OF WOkE . (Pw.ids aiswk tit of owapsasak a•tlyd AIM,filml Rs: ontle or ❑ Cb.nmsraol Q' Nast D Sows t3 I.e 4 91.._Gotha 0 Fos. Now Sal16It o [� Ak C.i4$W.M41 0 Rime it Gomm d Exl.tbtp axbWgl D nsp:seansrrt of ststno syam D.d assent 1'1✓V New inttonation(No lyelwn pnclnwlY uMiatf.l) 0 Eslslsaa l 0 tit or adder:to az.tnq anll fM Q 011lw—3paollY C Costing Now Capacity m. O Rs.edmisml now.?d i•.sdt_.. _ 0 ta...s., CI Mottl$ Q ta.sl.l.• Ilion wt tStts lrAa!MOIL ottr101 WI ONLY Q.oiroir poop l.sesi.rj (s.+•i..+t Q. T.r. (eswNrf - Roasts Q IM ar.,iw+.l t.s.ttwel Q udiesd proem vase Moo r.rine norm.' by Ds...� •. b OAS.—• , r w.if stitch'ALL minion Ant C M111otilitG AND 111IFILKIMATION EQUI diet 1111e10rthdta Do0000w Nadal Maass. Iskaanwaisser =Ie = NNE 'inlIM.I.X.MADIPa1111111MIIIINift.11111111111111,1141111111111.11 MX ATM•PIINACCI,ROIL. 5,PillEFLA013 Woolior Vona brsartpbot 164∎f>;nl..dtar Sr is tinsaislr Wir Al=e TAME Wu Nom Raw1N.1 dpo+Oty Win LAOIS& Soso at Said A1� one DOnolioaa Oaatatood lionertaroo LASE 1 --r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION a LOCATION INFORMATION Permit Number: 20161 Address: 128-8 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Logs):621 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/05/2000 Name: H & B DEVELOPERS Total Fees: $45.00 Address: 126-11 SEMINOLE ROAD Amount Paid: $45.00 ATLANTIC BEACH, FL 32233 Date Paid: Phone: (904)242-0503 Work Desc: CS2/0 150AMPS 1 PH 3W 240V 2"RW ALUM - NEW RESIDENTIAL SERVICE CONTRACTOR(S) APPLICATION FEES - BROOKS & LIMBAUGH PERMIT 45.00 Inspections Required ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $45.80 14 _ __ • Date: 6/05/00 e1 Receipt: 0062289 T NTIC BEACH UILDIN T. CHECKS 13833 NNI NNW 1 GM CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT• r1- _ .P ��i I Ik `.s -`.M }." �a "�. * a 2.531 R - 4° P i +.>.�.4 z.c a•'�i. l'S a hin Permit Number: 20160 Address: 128-7 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):621 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: _., OWNER INFOR AT1Ol Date Issued: 6/05/2000 Name: H & B DEVELOPERS Total Fees: 45.00 Address: 126-11 SEMINOLE ROAD Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/05/2000 Phone: (904)242-0503 Work Desc: CS2/0 150AMPS IPH 3W 240V 2:RW ALUM - NEW RESIDENTIAL SERVICE BROOKS & LIMBAUGH PE-Pr 45.00 ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 945.@9 14 Date: 6/85/@0 81 Receipt: 0@62289 CHECKS 13 033 ATLANTIC BEACH :UILDING D . 001 @000322100@ CITY OF litla tic Beach-°Nelda Office of Building Official (/�/_ REQUEST FOR INSPECTION 2 co 39 Date 6 - !/ G Permit No. c G�/ o ` a Time A.M. Received PM. I2 ( 7 I° r2g- sx S I,,,i Job Addrest Locality Owner's p�J f 7 ` Name if/3 �v" Contractor ��� Y BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. 7 .- OTC A.M. Inspection P.M. Inspector ��-� �!/� -.0f Final Inspection ❑ /J Certificate of Occupancy❑ //2-e-e_ Date G I AA11'' CITY OF Office of Building Off ci I REQUEST FOR INSP ION b0 3 9 4[ U Date 6 r- 0 0 Permit No. Time A.M. 7Let..44Lai2e rztcl Received P.M. / ' 7 x- 12-k- Jo. ••.ress L cality cam` Owner's / Name I ♦/L2` L—dir Contractor BUILDING CONC- - i ELECTRICAL PLUMBING CHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. C Friday qii A.M. Inspection M..• 7-/ e9 o P.M. Inspector / J ■PL 0i .I_ Final Inspection ❑ Certificate of Occupancy ❑ Date r CITY OF dr ,�1.`jr " 4tlaa c Beach.-V sd� \� ��� Office of Building Official REQUEST FOR INSPECTION 0/ 3 4 _ d poi 3� Date 5 -60 U Permit No. Received A.M. P.M. � � Received /g-g_ 7 4 / ..S'- O /c�� ocality Jo ress I_/ ' n- Owner's / rI V Name 111 �C! Contractor BUILDING CONCRETE ELECTRICAL MBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough Air Cond. & ❑ g ❑ ❑ Temp Pole ❑ Top Out CI Heating Insulation ❑ Final ❑ Sewer ❑ Fire Place ❑Roofing ❑ Slab p nsulation ❑ Lintel Pre Fab READY FOR INSPECTION l ��i Wed. Thurs. Friday j Mon. ___�all,5= 3/- Inspection Made C/v' _ Final Inspection ❑ Inspector ��'G Certificate of Occupancy ❑ 7 g Date CITY OF ATLANTIC BEACH, FLORIDA A APProv•C 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 ACCORIIN ' WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. /Pi Wk. / dill li Al b )J.I. , I I M62-?5 i '19 ELECTRIC L FIRM: MASTER E ECTRICI •� SIGNATURE JOURNEYMAN , a NAME _ • ADDRESS:_, ,f Sem D BOX I BLDG.,SIZE BETWEEN: RES. (� APT. ( ) COMM. ( I PUBLIC ( ) INDUS. ( I NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( 11NCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE 91° AMPS /S COPPER ( I ALUM. (4‹..---..---' SWITCH OR BREAKER AMPS ( PH .(‘N 2 VOLT 9--l( F(ACEWAY t(5,, EXIST. SERV. SIZE AMPS PH _ W VOLT _ RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED I 0.100 AMPS OVER APPLIANCES 1 BELL TRANSF. AIR N.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA f - - NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN I FORWARDED TOTAL FEES F' S`e'i) CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: = _ 19 6" 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. 6r6OE �� � e 21 S 7,k e&O ELECTRICAL FIRM: MASTER ELECTR)IAN SIGNATURE JOURNEYMAN NAME _ ADDRESS:Lag e Ee "'`I L/(.31 RFD BOX BLDG. SIZE BETWEEN: RES. ( APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE tale AMPS / 59 COPPER ( I ALUM. ( ) SWITCH OR BREAKER / S° AMPS I PH C(W Z VOLT RACEWAY ci✓ co EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED I P.100 AMPS OVER APPLIANCES 1_ BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES ((Sc O • CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Number: 20136 Address: 128-7 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):621 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/30/2000 Name: H & B DEVELOPERS Total Fees: 53.50 Address: 126-11 SEMINOLE ROAD Amount Paid: 53.50 ATLANTIC BEACH, FL 32233 Date Paid: 5/30/2000 Phone: (904)242-0503 Work Desc: INSTALL PLUMBING CONTRACTORS) APPLICATION FEES JAMES JOLLY PLUMBING PERMIT 53.50 Ins. -ctions Required UNDER SLAB PLUMBING SEWERIWATER !.TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C_ 1 $53.56 14 - ` Date: 5/36/66 61 Receipt: 6666"317 A NTIC BEACH BUILD G DEPT. CHECKS 2725 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT _ --- —PERMIT INFORMATION LOCATION INFORMATION — Permit Number: 20137 Address: 128-8 CEMINOLE ROAD 3 FL 3 Permit Type: PLUMBING Township: Range: Book: Class of Work: NEW Lot(s):621 Biock: Section: 1 Proposed Use: SINGLE FMLY(ATT) Subdivision: SALTAIR Square Feet: Parcel Number: - -� Est.Value: lmprov. Cost: OWNER INFORMATION - - Date Issued: 5/30/2000 Name H & B DEVELOPERS 53.50 Address: 126-11 SEMINOLE ROAD Total Fees: 53.50 ATLANTIC BEACH, FL 32233 Amount Paid: Phone: (904)242-0503 _____- Date Paid: 5/30/2___000 — _ ______Desc:INSTALL PLUMBINH - pppLlCATiO FEES ES 53,0 CONTRACTOR�S1- PERMIT JAMES JOLLY P LUMBING Inspections Required TOPOUT UNDER SLAB PLUMBING 'TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. - -- — -- C f5s.56 14 ATLANTIC BEACH ILDING DEP Date: 5/30/06 01 Receipt: 0656917 CHECKS 2725 00100003221060 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: �j - 7 SO / / Yoq"I OWNER OF PROPERTY: ( .o , TELEP ONE NO V' ! ' PLUMBING CONTRACTOR Q YinG S U •/ (1 L )�' 4j CONTRACTOR' S ADDRESS: I/(2,f .N ?e,/4 �s J c x ci G4 STATE LICENSE NUMBER: (?)('b 44" ? vv TELEPHONE: 07.4 9Ca3 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS 3 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER 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 MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: g -' g S / _0 / (' OWNER OF PROPERTY: 1 4 / G VC `• TELEPHONE NO. PLUMBING CONTRACTOR " ' ,, > CONTRACTOR' S ADDRESS: i;7 g 41 a M YC 6 STATE LICENSE NUMBER: CCCQ Wc? TELEPHONE: a II/ 9(: J HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW / SINKS SHOWERS 3 LAVATORY I WATER HEATERS .2 BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS , WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: x $3. 50 + $15. 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20040 I Address: 128-8 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):621 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est Value: Parcel Number: improv. Cost: 130,000.00 3 �" ' _ >: Date Issued: 5/10/2000 Name: H & B DEVELOPERS Total Fees: 3,503.38 Address: 126-11 SEMINOLE ROAD Amount Paid: 3,503 36 ATLANTIC BEACH, FL 32233 Date Paid: 5/10/200$. Phone: (904)242-0503 Work Desc: CONST NEW DUPLEX RESIDENCE PER PLANS HSF 990 SCHG 1685 .5 rte= - . --7,--'.,1-,::- -��•dt 825.00 ARMSTRONG CONSTRUCTION PERMIT WATER IMPACT FEE 530.00 ir SEWER IMPACT FEE 1,250.00 ' WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 r+ CONST.SURCHARGE 7.59 SCHARGE/ATL.BCH. 0.84 of ,„ Ya: TREE BARRICADES "' G SLAB FRAMING COVER UP FINAL BUILDING INSULATION ;+, CERT1F/OCCUPANCY _ NOTIC -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 UIl AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH'THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY ., OWNER PAYING TWICE FORBUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. \ Operator: CHERYLE Date: 5/10/00 01 Receipt: 0056005 �� Total Payment $3503.38 ATLANTIC BEACH =UILDIN IA PT. , CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL 247-5826-FAX: 247-5877 Permit Number: 20039 Address: 128-7 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):621 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: 130,000.00 7::.41';Z:: Date Issued: 5/10/2000 Name: H & B DEVELOPERS Total Fees: 3,503.38 Address: 126-11 SEMINOLE ROAD Amount Paid: 3,503.38 ATLANTIC BEACH, FL 32233 Date Paid: 5/10/2000: Phone: (904)242-0503 Work Desc: CONSTRUCT N 'UPLEX RESIDENCE PER PLANS HSF 990 SCHG-1685 ARMSTRONG CONST• • CTI•N PERMIT 825.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 .` RADON GAS-H.R.S. 4.70 .., RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 :. CONST.SURCHARGE 7.59 '�' SCHARGE/ATL.BCH. 0.84 . -- t . !if. TREE BAR G SLAB COVER UP '7t, FRAMING (FINAL BUILDING CERTIF/OCCtONgy. INSULATION `t+ NOTICL ;INSPECTIONS-MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIALApBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP•",SID HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLE Lc\.). Date: 5/18/88 81 Receipt: 6856083 �, -�� Total Payment $3583.38 ATLANTIC BEACH B ILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20040 Address: 128-8 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):621 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: 130,000.00 ,. . Date Issued: 5/10/2000 Name: H & B DEVELOPERS Total Fees: 3,503.38 Address: 126-11 SEMINOLE ROAD Amount Paid: 3,503.38 ATLANTIC BEACH, FL 32233 Date Paid: 5/10/2000 Phone: (904)242-0503 Work Desc: CONST• ,CT NEW DUPLEX RESIDE CE PER PLANS HSF 990 SCHG 1685 I ARMSTRONG CONST';:4 CTION PERMIT 825.00 N - ;. WATER IMPACT FEE 530.00 to A, SEWER SEWER IMPACT FEE 1,250.00 „tt WATER METER/TAP 525.00 ` RADON GAS-H.R.S. 4.70 ; RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 ' ' CONST.SURCHARGE 7.59 ^i SCHARGE/ATL.BCH. 0.84 . :,.k;.,,„ .`,, TREE BARR LADES OTING SLAB FRAMING 'COVER UP FINAL BUILDING INSULATION),. E 'CERTIF/OCCUPANCY J,'" NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIALR.UBBISH 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 cONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r Operator: CHERYL E \ Date: 5/19/00 01 Receipt: 0056005 v`� �i Total Payment $3583.38 ATLANTIC BEACH UILDIN PT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address l L24 p - SC/y/Note / Date S- S -OID Heated Square Footage /tad p S @ $ per sq ft = Garage/Shed @ $ per sq ft = $ Carport/Porch 07 _@ $ per sq ft = $ _ Deck C Ca $ per sq ft = S . • Patio @ $ per sq ft = $.� TOTAL VALUATION: $AK 000 o---/ / -3 O O®© e/G O.®4 $ 2/.(o Total Valuation 1st $ / 00 , 00 0 30, 00o 96 .6 c> s 9 Remaining Value $ a°per thousand oY portion thereof TOTAL BUILDING FEE $ .S-'U Jr 1/2 Filing Fee $ 7-5- ( ) Fireplaces @ $15 . 00 $ -- 0-- BUILDING PERMIT FEE $ Y9,c.00 WATER IMPACT FEE $__.. S z n.Ot SEWER IMPACT FEE $ j .2 So.00 WATER METER/TAP S Sys 00 CAPITAL IMPROVEMENT S_3,2 Sf 0 0 SEWER TAP $_. 0 ) RADON (HRS) .005u $__ 7- ' - �J SECTION H PAVING ( ) $ —0 - , HYDRAULIC SHARES $ —d CROS§, CONNECTION $ _irf''1.6`L 3's 6° qcrfr.3) SURCHARGE . 0050 $ ` , ' ._ /OTHER $ GRAND TOTAL DUE $ 23-0.3 :3-& ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimminaPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/ or NOTES : CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ��?- a <56/m06 47 Date &- S---0° ,p Heated Square Footage /6 Q @ $ Per sq :t = $ • Garage/Shed @ $ per sq ft = $ Carport/Porch ��{�`�� �ia _ per sq = Y Deck Vf (d $ per sq ft - S Patio ,_ @ r. per sq ft = $ • c TOTAL VALUATION : S f�o 000 OD / 30 O o o L/G 0.0 a $. ta0__ ____ Total Valuation r1st $ / 00/ 000 30 000 9 (9 .0D 5 90 Remaining Value $ e°per thousand o't portion thereof TOTAL BUILDING FEE $ �S) + 1/2 Filing Fee $ g I'S- ) Fireplaces @ $15 . 00 $ 0— BUILDING PERMIT FEE $__ . e.2,5.00 WATER IMPACT FEE $__, Z n_ob. SEWER IMPACT FEE $ J .2 , 0.00 WATER METER/TAP $ S-2 00 CAPITAL IMPROVEMENT $ ..,2 sr:0 0 SEWER TAP $_____— C O ) RADON ( FIRS) . 0050 S___ f- SECTION H PAVING is ) $ O HYDRAULIC SHARES $ —6— CROSS_ CONNECTION $___ 3,s- 0° i 1(RrJ) SURCHARGE . 005 $ i►5rdi `f OTHER $ GRAND TOTAL DUE $ 3 S-03 , 3-& ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp : Swi mingPool Septic Tank ; Well ; Sign__ Finish Floor Elevation Survey ; Other CALCULATIONS and/ or NOTES : PROPERTY DESCRIPTION Lot # dai, Block # , Section # / A Subdivision: Scfro.,�- a tt LI /off'-- 7 46> Street Name DESCRIPTION OF WORK MAY 3 2000 or Address: Se_lvt,i ncI.. 2 �/ (If in a FLOOD HAZARD City of Atlantic Beach Flood Zone: /- area complete page 3) Brief Description Ottylktcand Zoning Class of Work: (New/ Remodel/Addition: /f/Gl-1 ZONING INFORMATION Type of Construction: Ih/Oecl / 'o' -.. Zoning Proposed District: R C Z Use: Dvp/pC Estimated Value $ (9_66 1704 Exceptions or Variances Materials: 40O8o F^+'.f• -(. Granted: diiiQ Solid or Filled Ground: k'1/v/ Roof: /l1, Method of Heating: iJ I OWNER INFORMATION Property Owner: N ,8 ZIQ/....hde-- Phone: 90V - 7O7- 961 Z Mailing Address /r;41- / $em,na,� ,iI r5Wehnk, 0,5a1- ci. . Zip: 3z2,33 CONTRACTOR INFORMATION Contractor: ,49 A.-57!'d,v� ' ;2r0- ,'� .J Phone: 7/- 7 2-9 Z. Mailing Address: z'S� 3y'a ,4,►.. S Zip: 3 2.2$0 Expiration STATE LICENSE NO: al C 0 ei B r5S Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner .Signature���_=�/ DATE 5 -.2 p 0 p rContractor Signatur- 4 ,�� DATE __)._19 D SWO• ,, TO UBSCRI= D BEFORE ME BY1' +tiff- �' t JttJM/N THIS DAY OF , .'Vl�-y �p1� FRS BRICK SWEET z l __A/Ce i • ;, .blic, State of Florida NOTARY PUBLIC Bonded thru Old Hepublic Ins. My commission expires 5-25-02 Comm# 745128 • °� E _ _ ' r-i � 10' PERPETUAL, UNOBSTRUCTED EASEMENT FOR En DRAINAGE, SEWERS AND PEDESTRIAN PURPOSES ' �5 i .�j T - DIRT PATH C: -_,, -x--_-_-__-___-_----4' CHAIN LINK FENCE m DICE NO. 65-8g_13) +' v ° v (A PART _ `" x r OF BELVEDERE STREET) —._._� — {,► `r _ (CLOSED BY ORDINANCE NO 65_ `a i fv IN 3 50.00' z S9-20) r'0 °; o ' O LQ U; i - — � O • o z a; 50.00' �� — _ -114------N3 ( i ° F s ° 50.00 — [�. N ° O)- 50.00' ft • 1 N A 00 O ovCC r ,I-1 �tJ W A r.� M,, 8 x >: 0) 0) t rs,,) o 0. o 1 ° > p • • r D 00 G Z- - �, N N rn N x 2 y r,7\�,•. 3/v � U z Z O �..s or10, f . , 0+ 50.00' z o A �N L G a: ‘: g x 5C t ! r m Z m o v -r Z C is z 4‘11 og°^ °Cp r O ;I N � N N rr . U, o o 15 1 v 6z CO _, (..2 .6'1 t d I g °- o� O o�f w =- L1 ? OO i / G a O v '� ct O l • g f PURIOZ 9 al « 50.00' 50.00' I. 50.— — ua?ag 0i°�1- I1V .- 1r3 . -� 5 O NCR ETE CA WALK i 150.00' ----- --OJOa 'C AV L E ,, R O 1 (`ERL1 SALTAIR BOULEV ARD) zr` 4 • o ‘A PROPOSED 1 ° 1 NEW ROAD �1 00 170 m 0 HIlt z r 7,5' P1 751 N N. r ) 05 .11 A • . a. . SEMINOLE ND. ,..... RE C"7 IV[7 D 't. ki-Ay 3 2000 , ...4 a 6 • ■ 10' PERPETUAL, UNgfAXRCitliMTALAEMPIQ'PAR ..s.../ 11 H E ' I cri .,.----7." DRAINAGE, SEWERS ABElikenRSITIVAN ZFE1/FilIVSES Ln I 1 55 , LA y DIRT PA TH .-: E T (: , . . 4' CHAIN LINK FENCE 0 — 1 1\) 0 0 Cli° ___ ___---- __N)"..0 (A PART OF BELVEDERE STREET) (..4 P1 ' 0 r- 0 Co qtak 0 "IICE NO. 65-86-13) "Pt 13 ■ " (CLOSED BY ORDINANCE NO. 65-89-20) ,2 in 1i! (11,G.) '-f-•' x (C) _ ,.. 0.3_________ 4)- 50.00' (Pi --1.: 5000' is..) I 6 g 50.00' cy) 50.00' ., .p... 0 r- " --1. -15 5 g i--- -;; P K – .. NJ 1 53 i3 4,- —4 fol. 2 ii rcla 6 (q) ,..) •,, ,.., (43 A 4, K _.• L,.., (16 1,3 ■0 0) ..... . I 0 P 0 IN) 0 0 ..P.. 0 0 0. Ul 4/ Gi .8 i 4.. (.1.) 1 > ■ 030 CD z '41 ... , -O. crl N.) x s• 0 i•-)\••• ,., ,.•-i.)(V i 91 rn' 0 ID 1, z • 0 A % 0 p. --..1 0 rn l 50.00' In °... i r. c o _ I 13 ■ -; z rn m -L- 0 -1- • . ' ..._ ‹ •. to th A., a g __ .L ,--) co; 9 --1 crt 3:1 i 01 Pt 1 1 ' u) T 0 N) (D1A,p' -4 (D _ ....1- 0 0) 0 CO i M g ''. '‹ _. '-1■ . i -‘,-(1-• (I) 6 ---i • \i/ (4. la, 6,,, ,..„ -47,- u „...., •• , (.0 -3-6 °S F 7,' ■ ci, -xi z-r) (\CO o 2 --. t- it... NJ 66 0. C). < : . . . • P . , .. : v„--) te, i__,(1) .. :. 0)--• .., 453 it cr,) C./'-• i 4:.... i 50.00' 50.00' 1K)0 1.1 S0.00' g 0.(e5 (fi 0 6 50 r : .06 . 1 --- - - - •.• •\ '• ' • °,- 5 CONCRETE WALK • . — s - •• ,.. • . ....t i • o 150.00' 0 * '4.. 0 .(.,.., Nsi .. ,- ,.- 4N 0 L E a-, R 0 A D . , , ______---------1-1---• ,.. (...,., ... `IERL Y SAL TAIR BOULEVARD) ti 4 D PROPOSED NEW ROAD m o ° 75' 7 5' 0 o + D 11111 air -p AR�T1CBc cH „11V D!hr, R in"�N� rU ✓ • c s • A . . • 4. SEMINOLE RD 1 5 0. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = The higher the score,the more efficient the home. 1. New home or addition 11, Ducts,Location &Insulation Level , 2. Single family or multifamily "//1' 4a. Supply ducts: R= 4. 3. Number of units, if multifamily b. Return ducts: R= 6 4. Number of bedrooms 3 12. Cooling systems Capacity: 5. Is this a worst case?(yes or no) ,A.A0 Split system SEER: /0.,6-0 6. Conditioned floor area /r r, sq.ft. b. Single package SEER: 7. Glass type&area c. Ground/water source COP: a. Single pane,clear sq.ft. d. Room unit EER: b. Single pane,tinted sq.ft. e. PTAC EER: c. Double pane,clear 81,2a sq.ft. f. Gas-driven COP: d. Double pane,tinted sq.ft. 13. Heating systems Capacity: 8. Floor types,Insulation level 0 Split system heat pump HSPF: 7-30 a. Slab-on-grade,edge insulation R= b. Single package heat pump HSPF: b. Wood,raised R= /7 c. Electric resistance - COP: c. Concrete,raised R= d. Gas furnace, natural gas AFUE: 9. Wall types,Insulation level e. Gas furnace,LPG AFUE: Exterior f. Gas-driven heat pump COP: a. Wood frame R= %9 g. Combination water/space gas systems Recov.Eff.:_ b. Metal frame R= 14. Water heating systems c. Concrete block R= @a Electric resistance EF: • 9a d. Log R= b. Gas-fired,natural gas EF: e. Other: R= c. Gas-fired,LPG EF: Adjacent d. Solar system with tank EF: a. Wood frame R= // e. Dedicated heat pump with tank EF: b. Metal frame R= f. Heat recovery unit HeatRec%:_ c. Concrete block R= g. Other: d. Log R= 15. HVAC credits claimed e. Other: R= a. Ceiling fans 10. Ceiling types,Insulation level • b. Cross ventilation a. Under attic R= .10 c. Whole house fan b. Single assembly R= ,I9 Multizone cooling credit c. Knee walls/skylight walls R= e. Multizone heating credit d. Radiant barrier installed 0 Programmable thermostat I certify that this home h. com''fed ith the orida Energy Efficiency Code For Building Construction _ '.•,o, .. through the above ener. say. .ife. e w,. will be installed(or exceeded)in this home before final ' inspection. Otherwise a •- , j. i . , and will be completed based on Code compliant features. - _,, =_ Builder Signature: Date: ' � . !.:_. •:'. Y r • ' �D_..W..,.,E Address of New Home: City/FL Zip X17`% i4'. .fzr.As: L-7 32233 r *NOTE: The home's estimated energy performance score is only available through.the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE Energy Starrm designation),your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI . DCA Form 600A-93 Or Form 600B-93 '` excellent good acceptable 0 10 20 30 40 50 60 70 80 90 100 I I I I I 1 I I I I 1 The maximum allowable EP!is 100. The lower the EPI the more efficient the home. RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE l Low Efficiency High Efficiency WINDOWS SINGL CLR DEL TINT i I I INSULATION Ceiling R-Value .3° R-10 R30 I Wall R-Value /q R-0 R-7 1 i i 1 I Floor R-Value Q R-0 R-19 1 I 1 I I AIR CONDITIONER SEER/ EER 10.o SEER 17.0 I I 1 9.7 EER 16.0 HEATING SYSTEM Electric COP/HSPF 6.8 HSPF 12.0 1 I 1 I I Gas AFUE .78 AFUE .90 1 I I 1 1 WATER HEATER Electric EF .88 I .96 Gas EF .54 .90 Solar EF .40 0 80 I � � 1 OTHER FEATURES I I I I 1 I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX: 247-5877 PERMIT INFORMATION --- LOCATION INFORMATION . - Permit Number: 19492 Address: BELVEDERE & CYPRESS Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: UTILITY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: {`. OWNER 4NI ORMATiON AT.. : , w 1 Date Issued: 1/20/2000 Name: ARMSTRONG, DANE Total Fees: 25.00 Address: 127 SIXTH AVENUE Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/20/2000 Phone: (904)241-9271 Work Desc: INSTALL THREE MANSOLES CONTRAEORS; •.: :...a .° APP .®` FEES : . A-A SEPTIC INC. PERMIT 25.00 FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.- $25.00 14 00 Date: 1/21/88 81 Receipt: 0028648 AT NTIC BEAC BUIL' • - 'EPT. CHECKS 3784 88199893221888 CITY OF ATLANTIC °EACH CON5IHUCTION PERMIT WITHIN CITY RIGHTS CF WAY ANC EASEMENT_, DATE CI- 06- 00 PERMIT NO. ISSUED BY THE CI"" SUBDIVISION n CITY 51NEET PERMfTTEE I'T'A'Se Pr I C j A-s—k 1 - - PEr'iWITEE ADDRESS ?Soo &AuEa- < TELEPHONE NO. '51 I? �/ REO,IF4TING PERMISSION FROM THE CITY OF ATLANTIC BEA�H TO CONSTRUCT ( e VEDO I C j'5 w 12C 3 Ste - ( i,1iJokfc- 5(oo LP- 3 ' s,� - �-p►Ps f LOCATIONS: CREFERENCE TO CROSS-STREET) APRUCANT DECLARES THAT PRIOR TO Rt .t'NG THIS APPUICATICtt 1-te HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES, BOTH AER4AL AND UHOERGROUNO AMO THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A UTTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTIUTIES/MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES ( ) NO ( ) DATE: SELL SOUTH TELEPHONE COMPANY YES ( ) No ( ) DATE: F_RRELL GAS YES ( 1 NO E ) DATE: I4EDIA ONE CABLE TV YE-3 ( ) NO ( ) CATE. 2. WHENEVER NECESSARY FOR THE CONSTRUCTION. REPAIR. IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION. ALTERATION OR RELOCATION OF ALL. OR ANY PORTION OF SAID STREET CR EASEMENT AS GI-IMINED 57 THE DIRECTOR OF PUaLrC'WORKS, ANY OR ALL OF SAID POLES. WIRES. P!P°.S• CARL="5 OR OTHER FACILITIES AND APPURTENANCES AtfT1-10RIZED HEREUNDER. SHALL BE IMMEDIATELY REMOVED P OM 5AI0 STREET OR EASEMENT OR RESET OR RELOCATED H EREON-AS REQUIRED BY THE DIRECTOR OF Pti3LIC WORKS. ANC AT THE EXPENSE. OF TrHE.PEE .MLTTEE UNLESS ELM01:RS°MENT IS AUTHCRI:QED. ALL WORK SHALL ME CITY OF ATLANTIC BEACH CR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUP"EFtvt'"IL$ OF 04 AIL ES PA-M.E (CONTR3LCT R S PROJECT SUPERINTENDENT) LocATieD AT A-a• tiC- TEL -.CE No. Sy' -0 s-s1 4 ALL MATERIALS ANC EOUIPME?LT SHALL BE St MC INSPE .LCN 3Y THE DIRECTOR OF 'JBLIC WC°ES OR H15 DESIGNEE. ALL CITY PROPERTY SHALL BE RESTQRE=TO ITS ORTGTNAL l,-"„7NW TICK AS FAR AS PRACTICAL. TN KEXHINL, WITH C;TY SPECIFICATIONS AND THE MANNER'S*TI!FACTORY TO THE CITY. ". • A SKETCH CR PLANS COVERIr.Ir; r,tTAt1 C. OF THIS INSDA.LLATLCM SMALL BE MACE A PART O" THIS PE.R1,11T. j THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN DAYS FROM THE DAY OF SAID PERMIT AP°ROYAL AND SHALL BE C'NP'STr WITHIN DAYS. IF THE BEGINNING DATE IS MORE THAN ?C DAYS FROM DATE OF PERM$-T APPROVAL. THEN PE!MtTTEE MUST REVIEW THE .!WHIT WITH THE D.R€CTOR OF PUBLIC WORKS TO-MAKE SURE NO CHANTS HAVE OCCURRED IN THE AREA Ti-FAT WOULD AFFECT THE PERMITTED CONSTRUCTION. a. IT I5 UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SE- OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT. TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED B7 THE HOLDER. AND THE HOLDER WILL, AT ALL TIMES. ASSUt-tE ALL RISK OF AND INDEMNIFY. DEFEND. AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND ACtAiNSS ANY ANO ALL. LOSS, DAMAGE. AND COST OF EXPENSES ARLSING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STAHIINL, WORK AND AGAIN IMMEDIATELY UPON COMPLETION. SUBMITTED BY' (PLACE CORPORATE SEAL IF APPUCAB E) SWORN TO AND SUBSCRIBED BEFORE ME THIS . •• - A .� . Z-71111,- iflOW 'IIIUp, 1N+Y,rye,, Patricia Amonette M 'I E)MMISSION w CC553881 EXPIRES -; rANt o= August 27,2000 R,",,ehI. BONDED TNRU TROY FAIN INSURANCE,INC. I I SEMINOLE DUPLEX HVAC LOAD ANALYSIS • for Armstrong Construction 127 6th Avenue South Jacksonville Beach, FL 32250 Carrier > } Five Star L k Residential and Light Commercial HVAC Loads Prepared By: Andy Bryan Ocean State Heating&Air Conditioning RE E V'r .D Neptn etBeac, FL 32266(904) 249-8251 M AI 3 SAO 9-23-98 City of Atlantic Beach Nlt�lt�� W t fiil+ I — -RtfVAC-Reesidentlal&Light Commercial HVAC Loads Program Ocean State Htg&A/C *� Elite Software Development,Inc. Neptune Beach,FL 32266-1798 = Seminole Duplex --- 9-23-98 Page 6 1 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Room Area Sens l9 Clg Clg Zone Clg Air Nom Duct Sens No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Gathering 324 10,162 132 0-0 8,265 1,228 376 1.25 470 376 Room (R) 2 Dining 193 3,964 51 0-0 1,568 550 71 1.00 71 71 Room (right) 3 Kitchen/Powd 175 3,864 50 0-0 2,651 402 121 1.00 121 121 er (R) 7 Bedroom 3 210 3,090 40 0-0 3,676 547 167 1.25 209 167 (right) 8 Bath 2 175 528 7 0-0 432 0 20 1.00 20 20 (right) 9 Bedroom 2 170 2,618 34 0-0 1,760 547 80 1.00 80 80 (right) 10 Master Bath 193 1,281 17 0-0 778 63 35 1.00 35 35 (right) 11 Master Suite 245 6,829 89 0-0 8,245 1,264 375 1.05 394 375 (right) System 1 Totals 1685 32,336 420 27,375 4,601 1,244 1,399 1,244 Main Trunk Size: 14x16 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: - 2.665 86%/14% 27,375 4,601 31,976 Recommended: 2.963 77%/23% 27,375 8,177 35,552 System #1 Equipment Data Heating System Cooling System ■ Wednesday, September 23, 1998 RHVAC-Residential&Light Commercial HVAC loads Program _ Elite Software Develop Ocean State Htg&A/C _� ment,I—nX Neptune Beach, FL 32266-1798 _ Seminole Duplex -- 9-23-98 Page 7 — ' Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Clg Cf Room Area Sens Nom 9 Clg Zone Clg Air I No Description SF Btuh CFM Duct Sens Lat Nom Adj Adj Sys Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 Gathering 24 10,138 132 0-0 8,954 1,221 Room (L}g 407 1.25 509 407 5 Dining(left) 193 4,086 53 0-0 2,091 568 95 1.35 128 95 6 Kitchen/Powd 175 3,856 50 0-0 2,980 400 135 1.25 169 135 er (L) 12 Bedroom 3 210 3,084 40 0-0 3,675 546 167 1.25 209 167 (left) 13 Bath 2 (left) 175 528 7 0-0 432 0 20 1.00 20 20 14 Bedroom 2 170 2,611 34 0-0 1,759 546 80 1.20 96 80 (left) 15 Master Bath 193 1,280 17 0-0 77g (left) 63 35 1.00 35 35 16 Master Suite 245 6,813 88 0-0 8,241 1,260 375 1.05 393 375 (left) System 2 Totals 1685 32,396 421 28,910 4,604 1,314 1,559 1,314 Main Trunk Size: 20x12 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: . 86%/14% 28,910 Recommended: 3.129 4,604 33,514 77%/23% 28,910 8,635 ' 37,545 i 1 • ! Wednesday, September 23, 199? ** 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 . Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC . 2 & 610 . 1 .ABC . 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . HVAC Controls 607 . 1 Separate readily accessible manual or automatic Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Seminole Duplex BUILDER: Armstrong Construction AND ADDRESS : PERMITTING CLIMATE OFFICE : ZONE: 1I_I 2I_I 3I_I OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Multi-Family 3 . If Multifamily-No. of units 3 . 2 4 . If Multifamily, is this a worst case (yes/no) 4 . No 5. Conditioned floor area (sq. ft . ) 5 . 3370 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7. Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. 0 . 0sgft 4. 00sgft b. Tint, film or solar screen 8b. 0 . 0sgft6,220 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 150 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 , 752 . 50 sqft l0 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=19 . 00, 2200 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 314 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 2293 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a . R= 6 . 00 , uncond 13 .Cooling system 13 . Type : Central A/C 4C ( SEER: 10 . 50 14 .Heating System: 14 . Type : Heat Pump I( HSPF: 7 . 30 15 .Hot water system: 15 . Type : Electric EF: 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 98 . 40 a . Total As_Built points 19a . 59339 . 57 b. Total Base points 19b. 60305 . 06 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 PREPAREp B ' (iLVtL�� compliance in accordance with Section DATE:/- 1 - 553 . 908 F.S. I hereby certify - -F.g, this buildi g is in compliance w Fl•.• Energy Code . 4/ 1 OWNER/AGENT: / 1" BUILDING OFFICIAL: DATE: • thermostat for each system. Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . • • *********•********************************************************************** SUMMER CALCULATIONS ******************************************************************************* __= BASE === I === AS-BUILT =__ GLASS ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS N 130 . 00 65 . 8 8554 . 0 DBL CLR N 42 . 0 38 . 3 . 96 1544 .3 DBL CLR N 20 . 0 38 . 3 . 95 731 .5 DBL CLR N 6 . 0 38 . 3 . 94 216 . 0 DBL CLR N 6 . 0 38 . 3 . 80 184 . 9 DBL CLR N 20 . 0 38 . 3 . 95 731 . 5 DEL CLR N 30 . 0 38 . 3 . 90 1030 .3 DBL CLR N 6 . 0 38 . 3 . 86 196 . 9 E 152 . 00 65 . 8 10001 . 6 DBL CLR E 54 . 0 79 . 7 . 95 4106 . 5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 DBL CLR E 54 . 0 79 . 7 . 95 4106 .5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 S 132 . 00 65 . 8 8685 . 6 DBL CLR S 42 . 0 66 . 2 . 94 2613 . 6 DBL CLR S 8 . 0 66 . 2 . 92 485 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 . 6 DBL CLR S 6 . 0 66 . 2 . 63 249 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 . 6 DBL CLR S 30 . 0 66 . 2 . 83 1648 .4 DBL CLR S 6 . 0 66 . 2 . 74 293 . 9 W 208 . 00 65 . 8 13686 . 4 DBL CLR W 54 . 0 79 . 7 . 97 4178 . 3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 3 , 370 . 00 622 . 00 . 813 40 , 927 . 60 33 , 261 . 90 X39, 397 . 57 NON GLASS AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS Ext 2200 . 0 . 9 1980 . 0 Ext Wood Frame 19 . 0 2200 . 0 . 90 1980 . 0 Adj 314 . 0 . 7 219 . 8 Adj Wood Frame 11 . 0 314 . 0 . 70 219 . 8 DOORS Ext 40 . 0 6 . 1 244 . 0 Ext Wood 40 . 0 6 . 10 244 . 0 Adj 36 . 0 2 . 4 86 . 4 Adj Wood 36 . 0 2 . 40 86 .4 CEILINGS UA 1985 . 0 . 6 1191 . 0 Under Attic 30 . 0 2293 . 0 . 60 1375 . 8 FLOORS • Sib 150 . 0 -37 . 0 -5550 . 0 Slab-on-Grade . 0 150 . 0 -41 . 20 -6180 . 0 Rsd 752 . 5 -4 . 0 -3002 . 5 Rsd Wood-Pier/Post 19 . 0 752 . 5 -1 . 10 -827 . 8 INFILTRATION 3370 . 0 8 . 0 26960 . 0 Practice #2 3370 . 0 8 . 00 26960 . 0 TOTAL SUMMER POINTS 55 , 390 . 63 63 , 255 . 82 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 55, 390 . 63 . 37 20 , 494 . 53 63 , 255 . 82 1 . 00 1 . 100 . 320 . 950 21, 152 . 75 ****.*****'********************************************************************** WINTER CALCULATIONS ******************************************************************************* __= BASE === I =_= AS-BUILT =__ GLASS ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 130 . 00 -10 . 6 -1378 . 0 DBL CLR N 42 . 0 7 . 3 1 . 06 325 . 0 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 6 . 0 7 . 3 1 . 09 47 . 7 DBL CLR N 6 . 0 7 . 3 1 . 29 56 .4 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 30 . 0 7 . 3 1 . 15 251. 9 DBL CLR N 6 . 0 7 . 3 1 . 21 53 . 0 E 152 . 00 -10 . 6 -1611 . 2 DBL CLR E 54 . 0 -9 . 2 . 86 -428 .5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 DBL CLR E 54 . 0 -9 . 2 . 86 -428 . 5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 S 132 . 00 -10 . 6 -1399 . 2 DBL CLR S 42 . 0 -28 .4 . 97 -1161 . 0 DBL CLR S 8 . 0 -28 . 4 . 96 -218 . 9 DBL CLR S 20 . 0 -28 .4 . 97 -551 . 0 DBL CLR S 6 . 0 -28 .4 . 71 -121. 0 DBL CLR S 20 . 0 -28 . 4 . 97 -551 . 0 DBL CLR S 30 . 0 -28 .4 . 92 -781 . 0 DBL CLR S 6 . 0 -28 . 4 . 84 -143 . 1 W 208 . 00 -10 . 6 -2204 . 8 DBL CLR W 54 . 0 -9 . 2 . 91 -453 . 3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 . 7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 . 7 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 3 , 370 . 00 622 . 00 . 813 -6, 593 . 20 -5 , 358 . 30 I -5, 230 . 88 NON GLASS AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS Ext 2200 . 0 2 . 2 4840 . 0 Ext Wood Frame 19 . 0 2200 . 0 2 . 20 4840 . 0 Adj 314 . 0 3 . 6 1130 . 4 Adj Wood Frame 11 . 0 314 . 0 3 . 60 1130 .4 DOORS Ext 40 . 0 12 . 3 492 . 0 Ext Wood 40 . 0 12 . 30 492 . 0 Adj 36 . 0 11 . 5 414 . 0 Adj Wood 36 . 0 11 . 50 414 . 0 CEILINGS UA 1985 . 0 1 . 2 2382 . 0 Under Attic 30 . 0 2293 . 0 1 . 20 2751 . 6 FLOORS ' Sib 150 . 0 8 . 9 1335 . 0 Slab-on-Grade . 0 150 . 0 18 . 80 2820 . 0 Rsd 752 . 5 1 . 0 722 . 4 Rsd Wood-Pier/Post 19 . 0 752 . 5 1 . 90 1429 . 8 INFILTRATION 3370 . 0 7 . 4 24938 . 0 Practice #2 3370 . 0 7 . 40 24938 . 0 TOTAL WINTER POINTS 30 , 895 . 50 -------------------------------------- 33 584 . 87 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 30, 895 . 50 . 55 16 , 992 . 53 1 33 , 584 . 87 1 . 00 1 . 100 . 466 . 950 16, 354 . 82 • ******************************************************************************* WATER HEATING ******************************************************************************* __= BASE === __= AS-BUILT =__ ________________________________________________________________ NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT - 6 3803 . 0 22 , 818 . 00 50 . 92 1 . 000 3638 . 7 1 . 00 21, 832 . 00 k****************************************************************************** SUMMARY k****************************************************************************** __= BASE === === AS-BUILT =__ :OGLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL ?OINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS 20494 . 5 16992 . 5 22818 . 0 60, 305 . 06 1 21152 . 7 16354 . 8 21832 . 0 59, 339 .57 ***************** * EPI = 98 .40 * ***************** f ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I X- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X---- I AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I -X I 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 I -X 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I - I WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 X 0 . 54 0 . 90 Gas EF 0 . 00 I 0 . 40 0 . 80 Solar EF I I OTHER FEATURES I certify that these energy saving features requi •r ..= Florida )0;r111. Energy Code have been installed in this hose ;, Builder L.41114 Address : Builder , Date ://11`?9 City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 t For detailed information ENERGY GUIDE of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100 . X- I The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS SINGL CLR DBL TINT Double Clear I X I INSULATION Ceiling R-Value 30 . 0 RI 10 X-30 R-0 I Wall R-Value 18 . 0 X-7 I I R-0 R-19 Floor R-Value 15 . 8 I X---- 1 AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 .5 I -X I 9 . 7 EER 16 . 0 HEATING SYSTEM Electric COP/HSPF 7 3 6 . 8 HSPF 12 . 0 I 0i -X. 78 AFUE 0 . 90 Gas AFUE 0 . 00 I lI WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X I 0 . 54 0 . 90 Gas EF 0 . 00 I I 0 . 40 0 . 80 Solar EF I I DTHER FEATURES I certify that these •/ y e energy saving featur-s req o • t ;,, Fl.rida Energy Code have been installed in this ou: - . / ' . Builder �,�' kddress : Signature : `, Date : //if :ity/Zip / ?lorida Energy Code for Building Construction - 1993 ,lorida Department of Community Affairs FL-EPL CARD93 ` r * s ' 35-0-0 rQ -, all§ W W W W X15 WI WI WI W_ OI U: � , '. BOW o e i , Ij i' G � ✓f f 24."9.0: ' 24 0.C .C A G 'I , I , ' ter-: i al — I 14 • 3 a; , ._____ ,_____ r 1 iii _ _ i I. i, ,1 1 I ii_ 1 . ... _ 1 0 a . , ; . 1 , I , I I , Pp,OF NTRLgN K41p Ito • o &ACN ii lBL.• Y �0 ii I- --- __ - ----- - -- ' °4 2O I� . . , IL ri iz I # I ' 3 I I 1I �I 24•• .C. I 24^O-C- i 431 LISA _ 1 0 E pl a Q: Q= Q Q Q Q egg RECE o U' U W W WI WI WI WW= W W= W W° WI 01 U U M ef r OD I•U 1 7-4-8 - i 7-4-8 J 0 City Of Aticn tiG Beach Bliildi it hnd Zoning o GRANGER LUMBER AND HARDWARE 1180 LANE AVE. SOUTH Name: ARMSTRONG PROP. = 623 SALT AIR JACKSONVILLE FL 32205 Job: Telephone: (904) 781-4119 5462R Fox: (904) 786-8480 lbtediat NWINNOBA51671\ Scale: 1 : 100 Date:2/28/00 __ I Drawn By: DEMENT - To: Reaction Summary ARMSTRONG PROP. Job Number: 5462R Page: 1 Project: Block No: Date: 02-28-2000 Model: Lot No: Project ID: 5462r Contact: Site: Office: Deliver TO: Account No: Name: 623 SALT AIR Designer: mom Phone: Salesperson: Fax: Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: Joint 2 Joint 9 24 Al 17-4-8 ROOF TRUSS 7.00 717 lbs. 626 lbs. 105 Ibs.each 48 Rows Iat Brace 4.00 -400 lbs. -635 lbs. Joint 2 Joint 8 ,4,4 4 A2 17-4-8 ROOF TRUSS 7.00 720 lbs. 628 lbs. 105 lbs.each 8 Rows Cat Brace 4.00 -403 lbs. -631 lbs. Joint 2 Joint 7 ii'I' 4 A3 17-4-8 ROOF TRUSS 7.00 720 lbs. 628 lbs. 116 lbs.each 12 Rows Lat Brace 4.00 -442 lbs. -592 lbs. Joint 2 Joint 8 I,' 4 A4 17-4-8 ROOF TRUSS 7.00 720 lbs. 628 lbs. 107 lbs.each 4 Rows Lat Brace 4.00 -473 lbs. -561 lbs. Joint 2 Joint 6 4 AS 17-4-8 ROOF TRUSS 7.00 720 lbs. 628 lbs. 95 lbs.each 4 Rows Lao Brace 4.00 -499 lbs. -535 lbs. Joint 2 Joint 7 4 A6 17-4-8 ROOF TRUSS 7.00 720 lbs. 628 lbs. 91 lbs.each 4.00 -521 lbs. -513 lbs. Joint 2 Joint 10 4 A7G 17-4-8 ROOF TRUSS 7.00 1352 lbs. 1547 lbs. 116 lbs.each 2X4/2X6 4.00 -893 lbs. -1023 lbs. Joint 2 Joint 4 8 CJ1 1-0-0 ROOF TRUSS 7.00 171 lbs. 45 lbs. / 5 lbs.each 4.00 -175 lbs. -40 lbs. Joint 2 Joint 3 Joint 4 8 CJ3A 3-0-0 ROOF TRUSS 7.00 208 lbs. 49 lbs. 27 lbs. 12 lbs.each 4.00 -160 lbs. -65 lbs. -40 lbs. Joint 2 Joint 3 Joint 4 8 CJ5A 5-0-0 ROOF TRUSS 7.00 272 lbs. 113 lbs. 47 lbs. 19 lbs.each 4.00 -195 lbs. -139 lbs. -68 lbs. Joint 2 Joint 3 Joint 4 / 24 EJ7A 7-0-0 ROOF TRUSS 7.00 342 lbs. 171 lbs. 67 lbs. 25 lbs.each 4.00 -237 lbs. -206 lbs. -97 lbs. Joint 2 Joint 4 Joint 6 4 HJ7A 9-10-13 ROOF TRUSS 4.95 424 lbs. 249 lbs. 343 lbs. 41 lbs.each 2.82 -277 lbs. -273 lbs. -230 lbs. . Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR , , 5462R Al ROOF TRUSS 24 1 optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:49:28 2000 Page 1 1141 4-8-3 8-8 4 12-10-10 I 17-4-8 1-4-0 4-8-3 4-0-1 4-2-6 4-5-14 Scale=1:69.2 1.5x4 I I GH 7.00 12 3x4, -F 1x4 11 T 3x4 i E • 2x4=�''Jr rn ...„:„:2x4 d� 4A B 6x8 `v 3x4 4.00 12 3x4 8-8-4 17-4-8 8-8-4 8-8-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.27 1-J >769 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.20 B-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) -0.15 1 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-I,F-I REACTIONS (lb/size) 1=626/0-3-8,B=717/0-3-8 Max Horz B=601(load case 5) Max Upliftl=-634(load case 5),B=-399(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=-1885,C-D=-1478,D-E=-1419,E-F=-1471,F-G=39,G-H=0,G-1=-97 BOT CHORD B-J=1677,1-J=374 WEBS C-J=-338,E-J=-222,F-J=1357,F-1=-642 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Bearing at joint(s)I,B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 634 lb uplift at joint I and 399 lb uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ' ' IF I. / 1A Y li: Cjt" -7 i'e. N;,,n., ''- No. 17406 STATE OF 'l �< ORIOr'3 ;' Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR, ✓ , 5462R A2 ROOF TRUSS 4 1 (optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:49:32 2000 Page 1 11-44? 4-8-3 I 8-8-4 I 12-10-2 I 17-0-0 171 -8 1-4-0 4-8-3 4-0-1 4-1-14 4-1-14 0-4-8 Scale=1:69.1 1.5x4 I I 7.00 12 G 3x4 3x4 0 1x4IIE D 2x4 =��� f rn I , if A B 6X8 co N e ., IO 3x4 H 4.00 rff 3x4 I 8-8-4 I 17-4-8 8-8-4 8-8-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.27 H-I >752 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.20 B-I >999 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0.15 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-H,F-H REACTIONS (lb/size) H=628/0-3-8,B=720/0-3-8 Max Horz B=600(load case 5) Max UpliftH=-630(load case 5),B=-402(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=-1894,C-D=-1488,D-E=-1480,E-F=-1378,F-G=40,G-H=-100 BOT CHORD B-I=1686,H-I=383 WEBS C-l=-338,D-l=-219,F-I=1360,F-H=-648 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Bearing at joint(s)H,B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 630 lb uplift at joint H and 402 lb uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard / 11 7 . N.. 174% STATE OF 4 • ) ,s�ORIOP \I =0000 Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR , . 5462R A3 ROOF TRUSS 4 1 _optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:03 2000 Page 1 [1-4-9 4-8-3 8-8-4 15-0-0 I 1748 1-4-0 4-8-3 4-0-1 6-3-12 2-4-8 Scale=1:61.8 4x6= 3x4 = E F 7.00 12 :■•■■Io 3x5 T D 5x5� �, I :INN'. Qi di u, B 6x7 N c> 8 H _. 3x4% 3x8 G 4.00 12 1.5x4 I I 8-8-4 I 15-0-0 I 17-4-8 { 8-8-4 6-3-12 2-4-8 Plate Offsets(X,Y): [C:0-2-8,0-3-0],[E:0-3-0,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.32 B-I >647 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.24 B-I >839 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) -0.17 G n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:116 lb LUMBER BRACING TOP CHORD 2 X 4 SW No.2 TOP CHORD Sheathed or 4-5-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-G,D-H,E-H REACTIONS (lb/size) G=628/0-3-8,B=720/0-3-8 Max Horz B=531(load case 5) Max UpliftG=-591(load case 5),B=-441(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=-1848,C-D=-1491,D-E=-276,E-F=-164,F-G=-622 BOT CHORD B-I=1641,H-1=1340,G-H=12 WEBS C-1=-280,D-I=1087,D-H=-1316,E-H=-211,F-H=655 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Bearing at joint(s)G,B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 591 lb uplift at joint G and 441 lb upli at joint B. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 'Ii.Ore: LOAD CASE(S) Standard Art‘• iti - G��iIfICgT��C; Ns.1748E STATE OF lk F<ORIOP a,. ee' '8 200P Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR 5462R A4 ROOF TRUSS 4 1 (optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:20 2000 Page 1 -1-4-0i 4-8-3 8-8-4 { 13-0-0 17-4-8 1-4-0 4-8-3 4-0-1 4-3-12 4-4-8 Scale=1:54.1 7.00 12 4x4 = 3x4 = 3x4 i F G 3x5 E,,'-• 2x4= C ` 9 : .4011111111 5x7� u-, B 3x8 3x4 H 4.00 12 1.5x4 I I 8-8-4 13-0-0 17-4-8 8-8-4 4-3-12 4-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.31 B-J >654 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.23 B-J >880 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.15 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-H REACTIONS (lb/size) H=628/0-3-8,B=720/0-3-8 Max Horz B=467(load case 5) Max UpliftH=-560(load case 5),B=-472(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=-1878,C-D=-1469,D-E=-432,E-F=-326,F-G=-324,G-H=-588 BOT CHORD B-J=1671,I-J=1302,H-I=21 WEBS C-J=-341,D-J=1049,D-1=-1172,F-l=-63,G-I=583 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Bearing at joint(s)H,B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 560 lb uplift at joint H and 472 lb uplift at joint B. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. • 6 LOAD CASE(S) Standard Gel��1FIOq���`1;. No. 17446 STATE OF !! ti 1 fr4ORl4P f�``' Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR , 5462R A5 ROOF TRUSS 4 1 optional? DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:24 2000 Page 1 -1-4-01 5-10-1 11-0-0 17-4-8 1-4-0 5-10-1 5-1-15 6-4-8 Scale=1:48.6 5x5 = 3x5= D E 7.00 12 c 1x4 = C 1�1 it H a)5x5 °' G cs, B 3x4 IA 3x4% 4.00 12 F 1.5x4 II 8-8-4 I 11-0-0 I 17-4-8 I 8-8-4 2-3-12 6-4-8 Plate Offsets(X,Y): (D:0-2-8,0-2-1] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.32 B-H >638 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.24 B-H >849 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) -0.13 F n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-F REACTIONS (lb/size) F=628/0-3-8,B=720/0-3-8 Max Horz B=404(load case 5) Max UpliftF=-534(load case 5),B=-498(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=-1826,C-D=-1423,D-E=-586,E-F=-571 BOT CHORD B-H=1621,G-H=651,F-G=44 WEBS C-H=-346,D-H=1059,D-G=-547,E-G=697 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Bearing at joint(s)F,B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 534 lb uplift at joint F and 498 lb uplift at joint B. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. . � ( Ceee\ � LOAD CASE(S) Standard C . ►\ ��•. Ns. 17456 STATE OF 166,4 fr4 ":. O R 10.,.tt; �: _1' , -8 2000 Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR, , 5462R A6 ROOF TRUSS 4 1 _optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:28 2000 Page 1 -1-4-0 4-10-1 9-0-0 13-0-8 17-4-8 1-4-0 4-10-1 4-1-15 4-0-8 4-4-0 Scale=1:43.5 5x5= 3x4 = 1.5x4 I I D E F rPW7.00 12 1.5x4= v: C �;1 is u H _ 6x8 o) N I om el 8 3x4% 4.00 FIT G 3x4 8-8-4 17-4-8 I 8-8-4 8-8-4 Plate Offsets(X,Y): [D:0-2-8,0-2-1] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.24 B-H >847 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.19 B-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) -0.12 G n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:92 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) G=628/0-3-8,B=720/0-3-8 Max Horz B=341(load case 5) Max UpliftG=-512(load case 5),B=-520(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=-1888,C-D=-1477,D-E=-1163,E-F=-27,F-G=-110 BOT CHORD B-H=1680,G-H=554 WEBS C-H=-343,D-H=481,E-H=767,E-G=-766 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Bearing at joint(s)G,B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 512 lb uplift at joint G and 520 lb uplift at joint B. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 1 a' 4 LOAD CASE(S) Standard ,. /�;. - , • ..01W/clT&V,. N.. 17486 STATE OF % fr4ORk0V -',.,/•• , '- `i... . Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR, r , 5462R A7G ROOF TRUSS 4 1 "optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:32 2000 Page 1 -1-4-0 I 3-10-1 I 7-0-0 10-1-4 [ 13-8-0 17-4-8 1-4-0 3-10-1 3-1-15 3-1-4 3-6-12 3-8-8 Scale=1:41.4 4x5= 3x4 = 3x4= 4x5 = D E F G T2 7.00 12 KT/ W4 tL�5 � „.l'A.3x5 c„Ai” N '' u� of ow, MI 5x7 r' B 7x8 = 4x8— 5= c� 0 5x6 = K i o A 2 2 x 4 1 1 2 x 4 1 1 c. - 3x8% 4.00 12 J 2x5 I I 3-10-1 I 7-1-8 I 10-3-0 I 13-8-0 I 17-4-8 3-10-1 3-3-7 3-1-8 3-5-0 3-8-8 Plate Offsets(X,Y): [B:0-3-2,0-0-7J,[1:0-2-8,0-2-0],[N:0-3-2,0-2-10] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.31 N >671 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.31 N >670 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.23 J n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. B4 2 X 4 SYP No.2,B5 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) J=1547/0-3-8,B=1352/0-3-8 Max Horz B=279(load case 5) Max UpliftJ=-1022(load case 5),B=-892(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=39,B-C=-4172,C-D=-4065,D-E=-3589,E-F=-3434,F-G=-2225,H-J=-1431,G-H=-1331 BOT CHORD 8-0=3695,N-0=3750,M-N=3471,L-M=2177,K-L=209,J-K=73,I-L=2071,H-I=34 WEBS C-0=-48,C-N=-22,D-N=1397,E-N=138,E-M=-450,F-M=1356,I-K=-10,F-1=-1047,G-I=2397 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Bearing at joint(s)J,B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1022 lb uplift at joint J and 892 lb uplift �"; • at joint B. r i e 1 5)This truss has been designed with ANSI/TPI 1-1995 criteria. --iw 6)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 403.1Ib up at 7-0-0 on top chord. .0 �. �'/�1,A. Design for unspecified connection(s)is delegated to the building designer. r e\ 10�I C,9 LOAD CASE(S) Standard {;, l.t< 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) N1 �7 Vert:A-D=-54.0,D-G=-117.6,B-N=-43.5,M-N=-43.5,L-M=-43.5,J-L=-43.5,H-L=-23.5 Concentrated Loads(lb) YATE OF Vert:D=-346.5 a 4°RIO`, t► „1 �y i .000 Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR, 5462R CJ1 ROOF TRUSS 8 1 (optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:36 2000 Page 1 -1-4-0 1-0-0 1-4-0 1-0-0 Scale=1:7.8 C - II 7.001-1Y °D B � _ o N _ 2x5% M. I� _ � A '/ 4.r 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 B >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.01 A-B >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 D n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft=360 Weight:6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) B=171/0-3-8,D=-23/0-3-8 Max Horz B=99(load case 4) Max UpliftB=-174(load case 5),D=-39(load case 3) Max GravD=45(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-B=34,B-C=-31 BOT CHORD B-D=-13 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint B and 39 lb uplift at joint D. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard i 4114114"tP). ,Ab Galt ie , •< , No. 17486 /TATE OF fr<ORIOP Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR , r 5462R CJ3A ROOF TRUSS 8 1 Joptional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:39 2000 Page 1 -1-4-0 3-0-0 I 1-4-0 3-0-0 Scale=1:13.2 C co N 7.00 12 NII ic —ma N I�U M B ./ O 4.00 1A 2x5 3-0-0 I I 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.01 B-D >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.04 A-B >525 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft=360 Weight:13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=49/0-3-8,B=208/0-3-8,D=27/0-3-8 Max Horz B=169(load case 4) Max UpliftC=-64(load case 4),B=-159(load case 4),D=-39(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=-53 BOT CHORD B-D=7 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint C,159 lb uplift at joint B and 39 lb uplift at joint D. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard /T�l /e,�cP Nil. 1746 *TATE OF �ZORIOP #1 - 8 200D Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR,o i x 5462R CJ5A ROOF TRUSS 8 1 (optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:43 2000 Page 1 -1-4 0 5-0-0 1-4-0 5-0-0 Scale=1:18.6 - C 1 7.0017-1-2- .00 12 v B 4.00{12 A 2x5 5-0-0 � 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.05 B-D >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.07 A-B >268 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell=360 Weight:19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=113/0-3-8,B=272/0-3-8,D=47/0-3-8 Max Horz B=256(load case 4) Max UpliftC=-138(load case 4),B=-194(load case 4),D=-67(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=46 BOT CHORD B-D=12 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint C,194 lb uplift at joint B and 67 lb uplift at joint D. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard F 4.4.-Qt.-tatesordelf.:pi .\\\ No. 174 STATE OF tVRIOPs B',/" Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR v 5462R EJ7A ROOF TRUSS 24 1 optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:47 2000 Page 1 -1-4-0 7-0-0 I 1-4-0 7-0-0 Scale=1:24.5 C a e9 7.00 12 c4' N 4.00 rif. A 2x5 7-0-0 � 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.20 B-D >395 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.21 A-B >91 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=171/0-3-8,B=342/0-3-8,D=67/0-3-8 Max Horz B=342(load case 4) Max UpliftC=-205(load case 4),B=-236(load case 4),D=-96(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-B=36,B-C=70 BOT CHORD B-D=17 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint C,236 lb uplift at joint B and 96 lb uplift at joint D. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard No. 174e4 STATE OF 'C/� ‘ORIOP - 1 "rife!. - 200ti Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR, 4 A. 5462R HJ7A ROOF TRUSS 4 1 _optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 10:50:51 2000 Page 1 -1-10-10 5-2-15 I 9-10-13 1-10-10 5-2-15 4-7-14 Scale=1:24.7 D E - 4.95 12 3x4 N W2 C ► 4x4= w N B G iIs 1x4 II A a 2.82 1 12 2.5x4= I 5-2-15 I 9-10-1 9-1f-13 5-2-15 4-7-2 0-0-12 Plate Offsets(X,Y): [B:0-3-9,0-0-6],[F:0-2-0,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.09 F-G >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.09 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 F n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-11 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=424/0-3-8,F=343/0-3-8,D=249/0-3-8 Max Horz B=385(load case 5) Max UpliftB=-276(load case 5),F=-229(load case 2),D=-272(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=37,B-C=-1222,C-D=63,D-E=-11 BOT CHORD B-G=1136,F-G=1145 WEBS C-G=116,C-F=-1098 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 276 lb uplift at joint B,229 lb uplift at joint F and 272 lb uplift at joint D. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A 147 / 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 �i..:F-",! rliIin Uniform Loads(plf) Vert:A-B=-54.0 0 AkTW/O,/T <9 Trapezoidal Loads(plf) Vert:B=-2.0-to-E=-133.6,B=0.0-to-F=-49.5 /. N.. 174% STATE OF •6- ORIOP � • R ` 2aoc, ■ t t 35-0-0 i 0 1 r eli 1 1 9 . , —, 24"P.C.', 24"G.C. : - - . F2 F'2 ,___ —------ — -------- 2 FZ —_ - F2 F.2 F2 I P'2 i 0 , . FZ CO F2 r 2 2 2 F2 -— _ Fa 2.- -- ...= , _ -.41 ::- ---,:::=_- - ..-----... ,- I :ffi 1 1= I i----- — 4- .41- : III F.4 1 3-4-4 ; 111 ; 13-4-4 F4- _ IF4 ,Il F4- i i!I N N: i ----!!! .!=i 10 0 4 ' 111 IL II! --..----:------- ----.------ .4 9 a , a O R:a .3,. 0 1,3 Fa. , . F2A F2A. 24"CD.C1 24"0...,C,. I;- F2■0. F244 . . •: I i : 1 i i . i i ' 11 ; ' i 1. i .. I: 1 1 ..•• •• I ' . : 1 1 I 1 i I ■ i •• • . •• • • • 1•• I .... .. .. ,. , I -24 c73.01. -----1- -1--------1--•• --- i; 'T --r •••- t- : IT- 1 II I 1 I . . . . , I I r I I . . . - :,•••' i•••• :I•.,•-•: I . . .. . . . .. . I 11 1 I I : : : , ■ I I : : : I • "• " • N : • • • • • : . . . , N ' 1 • 1 1 1 ! ! 1 .••• i 1 1 ! 1 ! 1 I • • 1 1 11 i 1 1 I ! I r rl ri r ri r 1:: Fl. r r rr r, r r i ri ri r In r : • IL i9 1 ILI ILI iLii IL 1 IL 1U U. 11,- 11 U. IL 1 IL U. W ILI 'JL! it - - - - • ' la n:1:8a ct1 : 11 : il I I I 1 1111 . 111111 ■._. e !! ! '. ! • Ili 1 I Illi i 14 Y 3 2000: LOO FR HANGERS REQUIREG City of A 1 , SEMCCD#NASHS422IF Di-iiialfiEs 4 g nf4 i?oning GRANGER LUMBER AND HARDWARE 1180 LANE AVE. SOUTH Name: ARMSTRONG PROP. JACKSONVILLE FL. 32205 Address: Job: Telephone: (904) 781-4119 5462F Fax: (904) 786-8480 Telephone: Tile hxdicn wwwwvoesvom Scale: 1 :96 Date:2/25/00 Drawn By DEMENT To: Reaction Summary ARMSTRONG PROP. Job Number: 5462F Page: 1 Project: Block No: Date: 02-28-2000 Model: Lot No: Project ID: 5462f Contact: Site: Office: Deliver To: Account No: Name: 623 SALT AIR Designer: mtm Phone: Salesperson: Fax: Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: Joint 18 Joint 28 20 Fl 20-7-12 FLOOR 1-4-0 1 116 lbs. 11161bs. 113 lbs.each Joint 16 Joint 24 20 F2 17-4-8 FLOOR 1-4-0 936 lbs. 936 lbs. 95 lbs.each Joint 16 Joint 19 Joint 25 4 F2A 17-4-8 FLOOR 1-4-0 165 lbs. 1088 lbs. 699 lbs. 98 lbs.each -56 lbs. Joint 13 Joint 20 6 F3 13-7-12 FLOOR 1-4-0 731 lbs. 731 lbs. 75 lbs.each Joint 11 Joint 16 10 F4 13-4-4 FLOOR 1-4-0 714 lbs. 714 lbs. MZSI=12md 71 lbs.each (2)2-Ply Joint 8 Joint 14 4 FG1 17-4-8 ROOF TRUSS 0.00 2181 lbs. 1068 lbs. 47 lbs.each 2X4/2X6 0.00 -1628 lbs. -797 lbs. (2)2-Ply Joint 5 Joint 8 4 FG2 9-3-8 ROOF TRUSS 0.0o 1985 lbs. 19851bs. k- T 1 A 25 lbs.each .2X4/2X6 - 0.00 _ -1481 lbs. -1481 lbs. Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR ii i '1 5462F F1 FLOOR 20 1 _optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 11:20:15 2000 Page 1 f 1-3-0 11-0-1411 2-0-0 111-0-141 Scale=1:42.8 1x3 II 3x4 = 1x3 II 1x3 II 1x3= 4x5 = 1x3 I I 3x6 FP= 3x3= 1x3 I 1 3x3 = 3x3 =1x3 I I 3x3= 1x3 I I 3x4 = 1x3 I I 4x5= 1x3 = A B T1 DE F G H I J 1 1.°-"Nli '.1411 L'..,411 1 irklAirv//"Ngfirc/".‘ir./ INVI 1 At ..F%..FIL____..F 6 111111MMNIM!raMEM■o vi'=0 :.1 I 1,1 D 9 AB AA Z Y X W V U T S R 3x6 = 4x6 = 3x6= 3x5= 1x3 II 1x3 I I 3x5 = 3x6 FP= 4x6= 3x6= 3x6= 9-3-14 I 11-3-14 I 20-7-12 9-3-14 2-0-0 9-3-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.42 W-X >584 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.58 W-X >424 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.10 R n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:114 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B24X2 SYP No.2 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) AB=1116/0-3-8,R=1116/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD AB-AC=-54,A-AC=-54,R-AD=-54,Q-AD=-54,A-B=-3,B-C=-2173,C-D=-2173,D-E=-3648,E-F=-3648,F-G=-3648, G-H=-4493,H-I=-4493,I-J=-4693,J-K=-4493,K-L=-4493,L-M=-3648,M-N=-3648,N-0=-2174,O-P=-2174,P-Q=-3 BOT CHORD AA-AB=1196,Z-AA=2985,Y-Z=4148,X-Y=4693,W-X=4693,V-W=4693,U-V=4148,T-U=2985,S-T=2985,R-S=1196 WEBS I-X=15,J-W=15,B-AB=-1588,B-AA=1329,C-AA=-124,D-AA=-1103,D-Z=901,F-Z=-124,G-Z=-680,G-Y=469, H-Y=-97,I-Y=-284,P-R=-1588,P-S=1329,O-S=-125,N-S=-1102,N-U=902,M-U=-125,L-1.1=-679,L-V=469,K-V=-97, J-V=-284 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSI/TPI 1-1995 criteria. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard t'. `. i No. 17446 � � 1 STATE OF CFt44_ ag- 00 Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR , N I' 5462F F2 FLOOR 20 1 (optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 11:20:20 2000 Page 1 I 1-3-0 p-1? 2-0-0 1P 9 1�2 Scale=1:36.0 1x3 I I 1x3 I I 3x3 = 3x3= 3x3 = 1x3 I I 1x3 = 4x4 = 3x6 FP= 1x3 II 1x3 II 1x3 II 1x3 II 3x3 = 1x3 II 4x4= 1x3 = A B 1 C D E FAG H I T J K L M NIMIBMW.IFPAILIP4111 O MI 0 X W V U T S R Q P 3x6= 4x5= 3x5 = 3x3 = 3x3 = 3x5= 3x6 FP= 3x6 = 4x5 = 7-8-4 9-8-4 I 17-4-8 7-8-4 2-0-0 7-8-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.22 T-U >938 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.30 T-U >680 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.06 P n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:96 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) X=936/0-3-8,P=936/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD X-Y=-54,A-Y=-54,P-Z=-54,O-Z=-54,A-B=-3,B-C=-1775,C-D=-1775,D-E=-1775,E-F=-2862,F-G=-2862,G-H=-3301,H-l=-3301,I-J=-3301,J-K=-2862, K-L=-2862,L-M=-1775,M-N=-1775,N-0=-3 BOT CHORD W-X=992,V-W=2390,U-V=3158,T-U=3301,S-T=3158,R-S=2390,Q-R=2390,P-Q=992 WEBS H-U=-177,I-T=-177,B-X=-1317,B-W=1065,C-W=-126,E-W=-836,E-V=641,F-V=-138,G-V=-403,G-U=244,N-P=-1317,N-Q=1065,M-Q=-126,L-Q=-836, L-S=641,K-S=-138,J-S=-403,J-T=244 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSI/TPI 1-1995 criteria. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I ,,e_ ti r",∎.fm, 4)NZ IWye F6°;.4:, 2 No. 17486 STATE OF ..144 A"�ZORIOP • Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR c 'i 5462F F2A FLOOR 4 1 optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 11:20:24 2000 Page 1 1 1-3-0 f-9-1?1 2-0-0 I�4 )101 Scale=1:39.4 1x3 II 1x3 II 3x3 = 3x3= 1x3 II 1x3 II 1x3 II 1x3 = 3x3 = 3x6 FP= 1x3 I I 1x3 I I 3x3= 3x3= 3x6 = 3x3= 1x3= A B1 CD E F G H I T2 K L M N O gi 0,114FAI ill /lb B trA16,... r 1 IIIEMIFAAIIIIIIIIH.‘11 IrAilit I 1 AA91- ID il Y X W V U T S R Q P 3x6 = 3x5 = 3x5= 3x3 = 1x3 II 3x5 = 3x6 FP= 3x6 = 3x6 = 3x5 = 7-8-4 I 9-8-4 I 13-6-0 I 17-4-8 7-8-4 2-0-0 3-9-12 3-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.19 V-W >838 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.26 V-W >607 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 S n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min 1/deft=480 Weight:98 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:Q-S,P-Q. REACTIONS (lb/size) Y=697/0-3-8,P=86/0-3-8,S=1088/0-3-8 Max UpliftP=-55(load case 2) Max GravY=699(load case 2),P=165(load case 3),S=1088(load case 1) FORCES (lb)-First Load Case Only TOP CHORD Y-Z=-53,A-Z=-53,P-AA=-51,O-AA=-51,A-B=-3,B-C=-1242,C-D=-1242,D-E=-1242,E-F=-1831,F-G=-1831, G-H=-1625,H-1=-1625,I-J=-986,J-K=-986,K-L=328,L-M=114,M-N=114,N-0=-3 BOT CHORD X-Y=719,W-X=1613,V-W=1839,U-V=1625,T-U=1625,S-T=442,R-S=-328,Q-R=-328,P-Q=28 WEBS H-V=156,I-U=251,L-S=-369,B-Y=-954,B-X=710,C-X=-123,E-X=-505,E-W=296,F-W=-102,G-W=-11,G-V=-365, K-S=-1025,K-T=739,J-T=102,I-T=-968,N-P=-34,N-Q=-193,M-Q=-103,L-Q=323 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint P. 3)This truss has been designed with ANSI/TPI 1-1995 criteria. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ifs.. ` . ,,i0 (goo tific4 v -A No. 174% xATEOF J G� �ZORIOk :/ 1.10 E143`.--/ i .- ;-", ' 21700 Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR . 4` 5462F F3 FLOOR 6 1 optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 11:20:28 2000 Page 1 1-3-0 Outs 2-0-0 ?1246 Scale=1:28.1 1x3 II 1x3 II 1x3 II 1x3 II 1x3 = 3x3= 1x3 II 3x3 = 1x3 II 1x3 II 3x3= 1x3 II 3x3= 1x3 = A B C D E F T1 G H I J K L :—.MFAIIII .41111111MIMMIIIMIVAPAILINW 4•000/Ahfilitil V v 0 U S RQ P O N ■ 3x6= 3x5 = 1x3 II 1x3 II 3x5= 3x6 = 3x3 = 3x3 = 5-9-14 I 7-9-14 I 13-7-12 { I 5-9-14 2-0-0 5-9-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.10 P-Q >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.13 P-Q >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.03 M n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/defl=480 Weight:75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) T=731/0-3-8,M=731/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD T-U=-54,A-U=-54,M-V=-54,L-V=-54,A-B=-3,B-C=-1319,C-D=-1319,D-E=-1992,E-F=-1992,F-G=-1992,G-H=-1992,H-I=-1992,I-J=-1319,J-K=-1319, K-L=-3 BOT CHORD S-T=758,R-S=1714,Q-R=1992,P-Q=1992,O-P=1992,N-0=1714,M-N=758 WEBS F-Q=-79,G-P=-79,K-M=-1005,K-N=763,J-N=-132,I-N=-538,1-0=378,H-0=-144,B-T=-1005,B-S=763,C-S=-132,D-S=-538,D-R=378,E-R=-144 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSI/TPI 1-1995 criteria. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4..../r �i ri No. 17486 ►ATE OF IAZORIDl' 4S:I FF 8 Oa Job ` Truss 'Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR ‘b —,,' 5462F F4 FLOOR 10 1 _optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 11:20:31 2000 Page 1 1-3-0 1-5-2 �� 2-0-0 �� 1-5-2 Scale=1:27.5 1x3 II 1x3 II 1x3 = 3x3= 1x3 II 3x3 = 1x3 II 1x3 II 3x3= 1x3 II 3x3 = 1x3 =\limns:, r.A,„,i A B C D E F G H I J T1 :' ,1 R • irillAillibt .11r411=116.1 to 0 N M L IN 3x6 = 3x5= 3x3= 3x3 = 3x5= 3x6 = I 5-8-2 I 7-8-2 I 13-4-4 I 5-8-2 2-0-0 5-8-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.08 M-N >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.11 M-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 K n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:72 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puriins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) P=714/0-3-8,K=714/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD P-Q=-54,A-Q=-54,K-R=-54,J-R=-54,A-B=-3,B-C=-1286,C-D=-1286,D-E=-1925,E-F=-1925,F-G=-1925,G-H=-1286,H-I=-1286,I-J=-3 BOT CHORD O-P=742,N-0=1660,M-N=1925,L-M=1660,K-L=742 WEBS E-N=-192,F-M=-192,B-P=-984,B-0=740,C-0=-127,D-0=-508,D-N=342,I-K=-984,I-L=740,H-L=-127,G-L=-508,G-M=342 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSI/TPI 1-1995 criteria. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i .; 11.Cs OT If/c4 ::, . No. f 74e4 . SPATE OF l C. 4ORIOP t4 { �. i �.. • 200D Job Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR , 5462F FG1 ROOF TRUSS 2 2 _optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 11:20:35 2000 Page 1 3-10-12 7-1-1 I 10-3-7 13-5-12 17-4-8 3-10-12 3-2-5 3-2-5 3-2-5 3-10-12 Scale=1:37.7 4x4 = 1x4 II 3x4 = 4x8 = 1x4 II 5x8= 2x6 II A B C ID E F G T1 T2 is -i .1 IN. CI WEI �.'=A o c� .��' iu h _ —n . . n N M L K J I H 2x5 II 4x8 = 2x4 II 4x8 = 4x6 M2OH=2x4 II 6x6 M20H= 3-10-12 I 7-1-1 I 10-3-7 I 13-5-12 I 17-4-8 3-10-12 3-2-5 3-2-5 3-2-5 3-10-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.34 K >599 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.34 K >609 M2OH 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) -0.04 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-9-15 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 2 X 4 SYP No.3*Except* W1 2 X 4 SYP No.2,W1 2 X 4 SYP No.2 REACTIONS (lb/size) N=1068/0-3-8,H=2181/0-3-8 Max UpliftN=-796(load case 5),H=-1627(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD A-N=-869,A-B=-3251,B-C=-3251,C-D=-3251,D-E=-6879,E-F=-6879,F-G=-953,G-H=-237 BOT CHORD M-N=482,L-M=5682,K-L=5682,J-K=6976,I-J=6976,H-1=6976 WEBS A-M=2858,B-M=-114,D-M=-2539,D-L=169,D-K=1249,E-K=-197,F-K=-101,F-1=1556,F-H=-6216 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 796 lb uplift at joint N and 1627 lb uplift at joint H. 5)This truss has been designed with ANSI/1'P!1-1995 criteria. 6)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 on center. Bottom chords connected as follows:2 X 6-2 rows at 0-6-0 on center. Webs connected as follows:2 X 4-1 row at 0-9-0 on center. i � /I 7)Special hanger(s)or connection(s)required to support concentrated load(s)1985.0lb down and 1480.51b up at 13-5-12 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. //0 1-._'• ,(.i�°cy� LOAD CASE(S) Standard z • !'f_ atri(�?+A `'� 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 t "'Y.. Uniform Loads(plf) S. �10 Vert:A-G=-54.0,H-N=-20.0 Concentrated Loads(Ib) N.• 174% Vert:1=-1985.0 STATE OF Job' Truss Truss Type Qty Ply ARMSTRONG PROP.=623 SALT AIR • 5462F FG2 ROOF TRUSS 2 2 (optional) DM-Granger Truss,Jax,FL.32205 4.200 s Nov 4 1999 MiTek Industries,Inc. Mon Feb 28 11:20:39 2000 Page 1 I 3-1-12 I 6-1-12 9-3-8 3-1-12 3-0-0 3-1-12 Scale=1:19.4 1x4 I I 4x8 = 2x4 11 A 4x4= B C D 1 , a W1 a W' a 0. B1 — H G F V 2x6 I I 4x8= 2x4 I I 4x6 = 3-1-12 I 6-1-12 I 9-3-8 3-1-12 3-0-0 3-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.09 F-G >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.09 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) -0.01 E n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min 1/defl=480 Weight:103 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H=1985/Mechanical,E=1985/0-3-8 Max UpliftH=-1480(load case 5),E=-1480(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-H=-1211,A-B=-3864,B-C=-3864,C-D=-599,D-E=-165 BOT CHORD G-H=642,F-G=4013,E-F=4013 WEBS A-G=3382,B-G=-49,C-G=-157,C-F=1049,C-E=-3584 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1480 lb uplift at joint H and 1480 lb uplift at joint E. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 on center. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 on center. Webs connected as follows:2 X 4-1 row at 0-9-0 on center. d-- i 0 -,LOAD CASES Standard % ' ', r f•." LO CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 `, t, Uniform Loads(plf) �`` Rf ffi`,��(`t\ Vert:A-D=-54.0,E-H=-387.0 r �`‘ F 13) Nit /748b ar'A1E OF C'6 � ORIOP