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Permit 544 Cruiser Lane U.S.DEPARTMENT OF HOUSING AND URBAN OEYELOPUEN. a w Ff O(RAt.HOUSING ADMINISTRATION t 1'urea 200; For aicurate register of carbon topics, form Form Approved i'orm `6-11352 may be separated along above fold. S:apie OPIB No. 63-ROOSS , 2 ,',4 completed sheets together in original order. Proposed Construction DESCRIPTION OF MATERIALS No. (To be inserted by FHA or VA) Under tConstrudion Atlantic Beach Seaspray Jacksonville Florida c>�:,erty address _. City State f9agor or Sponsor- Barnett .Bank of acksonyille 1arra Street tNrmr) to Ickess) ,jroctor or guilder 1140 Edewood Avenue South (Name) (Addreu) INSTRUCTIONS 1. For aals4itioria1 information on how this form is to be submitted, unless required, then the minimum acceptable will be assumed. Work •-1x-f of Copies, etc., see the instructions applicable to the FHA exceeding rrunimum requirements cannot be considered unless specifically •.3Iwation for Wrtgage Insurance or VA Request for Determination of desc:ribecl. enable Value, as the case may be. al. Include no alternates, "or equal" phrases, or contradictory items. 1. I r crate all mattTials and equipment to be used,whether or not (Consideration of a request for acceptance of sub:>titute materials or .ver ort the drawirWs, by marking an X in each appropriate check-box equipment is not thereby precluded) =7xtea:�afr, the information called for in each space. If space is 5. Include signatures required tat the end of this form. a-rwAte, enter "See mise." and describe under itern 27 or on an 6., The construction shall be completed in compliance with the related load .=:heel THE USE OF PAINT CONTAINING MORE THAN FIVE- drawings and specifications,as amended during processing. The spec:ifica- ;i'111S')lz ONE PERCENT LEAD 13Y WEIMT IS PRC#-13ITED. tions include this Description of Materials and applicable Minimum Pro- 3. W'oric not specifically described or shown will not be considered perty Standards. EXCAa'"TION: hearing soil, type S and fOUNDATIONS: Fcxxingw. concrete mix Son PqT ; strength psi Reinforcing _?;ad t`,ucdation wall: materia! Concrete Block 8Y Reinforcing 1 sladde Wire Sntrrior foundation wall: material-N/A1 Party foundation wall _ A .otumms: material and sizes NIA Piers: material and reinforcing Wr/-A a:irders, material and sires N LA Sills: material N/A � RA'StmelIt entrance areaway N/A Window areaways td'atrryar+`x:fang 6 Mill VisQuee. Footing drains NSA - Tcrtrute, peotecti,un SCLC 1 Pc-iscsn llasrmcn1ess space: ground cover_.._WT,,/;% m.} y �'�, _ ; ulation �7� ---: foundation vents "Yipri ia! tounrlations ruC U al `,x.16�.tyL_YYh1en fill exe SS 74n a Additional information: Nf�. CHIttARIIPM NIAIetial __ _.__.__N0A Prefabricated(matt and sire) NLPl Flue lining: material _—N/A _ _. Heater flue size _ rel A Fireplace flue size Vents (maJrriaf and rite): g3s or oil heater N 1p water heater — N/A Additional informat;on: - 4. II EK kCES: Type: ❑ solid f.rcl; ❑ gas-burning; p circulator(make and sizr)__._I'L.&— Ash dump and clean-out 1�lIA Fite ol,%ce: fa(isis lining hearth �iTy/ _ mantel - ,pa��yyd}rditippogqnal�rrp infforry'naattiiorl: CATa,dt,Y:6J'N 9r"�P�4&�S`o Wcxxl frame: wt od grade, and speciesga bl e s 2 Dine 2X4' C] Corner bracing. Building jasper or felt 1 5 fel t Sheathing NfA thickness N/A; width.; ❑ solid; ❑ spaced ____j1T�" o. c.; ❑ diagonal; AT Siding grade ? type size L -; size 4 ; exposure b14A ; fastening Shingles N/A grade N/Atype 1�/A ; size U/A ; exposure- A -•'; fastening,N Stucco NfA thickness_L.B5 ; Lath NIL weight INT ZA I& Masonry veneer Sills N/A Lintels NZA Base flashing NZA Masonry :K] solid ❑ faced ❑ stuccoed; total wall thickness facing thickness "; facing material Backup material—V-A-;, thicknesses bonding N/A Door Sills Concrete Window sill, Brick -- __ Lintels Conc 245 a%J,flashing 8'"l nt k Interior surfaces: dam pproofing, coats of furring 1X2 PT Additional information: Exterior painting: material TRT _ A Y'v_I LC-P-a„1'-Ut ,�1�1�'.13�]-17 i 11 i amS number of coats Gable wall construction: ❑ same as main wails; other construction rn Lc tri '-y_ -A T) & $attLan -- b. nOOR FRAMING: ,Joists: wood, grade, and species NSA ; other NSA ; bridging NSA ; anchors ,j�ZA . DESCRIPTION OF MATERIALS ................... 9. PARTITION FRAMING- Studs: wood, grade, and species SYL 4-2 size and spacing 2x3 = 24" OC Other Additional inti ormation: load 1: earjng partitiQnS 2x4 (A 16" C_ 0), CEILING FLAMING: Factory Assembled trusses - see detail ,joists: wood, grade, and species Other Bridging Additional information: .1, ROOF FRAMING; Factory Assembled trusses - see detail "ters: wix.,A grade, and species Roof trusses (see detail): grade and species PINK Additional infisnuation- I ROOFING: 12" CDX Plywood w/grain right angle to trusses Sheathing: wo-od, grade, and species _; C*soficl; 0 spaced__." oc. R,,,fiag Asphalt Thick Butt_; grade Q I a s s size_; type i.lnderlay 41_5_Asphe It Pelt weight or thickness#23 5,; size_1_2,X3_6_; fast 1 11 cla 1 17, Built-up roofing N/A number of plies N ;'surfacing material IVIPA Flashing-. material Ga 1y-iron 3�-2 High gage or weight 26 [ gravel stops; 0 amw guards Ad6it,onal information-. .--qeaj TAh i3. GUTTERS AND DOWNSPOUJS: Gutters: material N/A gage or weight size_____NZ4 shape NIA L1c,wnsjx.iuts: material N/A gage or weight-N/A—; size--XZA—; shape N/A number N/A iispouts connected to; 0 Storm sewer; 0 sanitary sewer; 0 dry-well. 0 Splash blocks: material and size_C_Qn,7-rP Rx3O ."Wduional information: Diy. ,C k.ATH AND PLASTER lath i.Allis, 0 ceilings: material weight or thickness Plaster: coats finish Dry kill [7;walls,C3 ceilings: material Pain 1 art _. (I V-r-)-]I thickness -- finish joint treawlent E4pd & pac ed Ceiling_ n rf (ZT-or n%7cirl IA?i t-"h P'P M DECORATINC. (Faint, wallpoper, ek.) R �JAs WtLt. FiNis" MATERIAL ANP ArrucArsoN OuLwo FirusH MATERIAL A.Nd ANTUCAMM T _q_Qats lat x le Ftailt _vit s atex Sti n__1 P • 2 coats latex flat stnle Acki.iLinal information: INTER30P. DOORS AND TRIM: tyjYc____1F1 If H.C. material,,PC 91, qi -1, material T) Base: type -Fnr-1c u_112h_Q_c_L_; thicthickness1 3/5" -nr - CZ material Pi n e size n_ n Yr. -4 c: trim q WA 1 5,- - qpmi oihe'r trim (aenr, 1)pt and loiration) NZA Additianal intorwauotv WINrows: Aluminum 'Ww"lo"s: 1yjir 5 ingle-Hi-IEG make Kip _ _2 ; material Aluminum _; sash thickness (;lams- iziakle QCZP- (MT)q 1---; 0 sash weights;g] balances, type -qpri)2g ; head flashingNZA Trim: Paint ; number coats--2 %V — vjil,��r,.tnppoig� type_�9_(?DJ�Ling�u s material Vinvl Storm sash, number N/A - Sr_reens: F pr p_qij i re(i Al 1 ; screen cloth material pjr� L] full; 3 half; t) --a number windows: type material screens, number Storm sash, number NZA ,kddtoonal information: ,a. ENTRANCES AND EXTERIOR DETAIL: So core -ed—P-ine thickness Nijin (mirance door: material-konderQsa ij),q. thickness ()thrr entrance doors: material P id.h ss -3 .4 Frame: material Y thickness rw2dj2T_Q2a_2j_a-E)width 2-I&L- thickness I_ /4 Frame: material Ye 1 P i n Ilea(l RashingAjiimjniim Weatherstripping: type-T-Q44ig-4roR Al U4ff-i4+UM saddles 7% 1 OF i 14 Uff�__ i evii doors: thickness nurnivr screen cloth material N orm doors: thickness Conibinai'von vorm and screen c!ocirs: thickness number-"- screen cloth material Siwffe-fv: 0 hinged; 3 fixed. Railings per nlanS Attic louvers EMC601` luilIWOikv grade and species EXt;(,"OX Paint Addifiortal information: ____All exterior doors 5011d Ore i9. CABINLIS AND INTERIOR DETAIL: Kiu+c,r) cai�irtets, will units: macriAl VW00 lineal feet of shelves MPS shelf width B4sr units: rrviterial counter Lop edging _(ZaWe K,t: ant cad splash _AL_T.L= P 1 a S t ic Finish of cabinets Medicine c_ibinets: make_____M44S_ 14Y.18- Lawson _; model L R00RS; A" WAINSA T"LEBwx-o - WAts.BALL VNDERPI,OOR r"N MATTALAk, COWA, BoRDLR, Stzas, GAct, Err, MATLRL%L MATIRA L MATrnAt. �~ Kitchen VinVl Asbestos 1/16" - 12x12 Wood Concrete _ _ �? Bath ' '• Wood Concrete 7et-1�:�'� �zulleti�ta.w11AC Vinyl os_ 1116" 12y, LOCATION MATaatAt„Cot.oa. BoRTDu,CAP.Stzu,GAcL, ETc. lluctrr HLt Hrsctrr IN 5wo Uvut t�s (Fsou I.o Fos) AS Rath Ceramic Tile (4 2 X 4 i) Tub Alcove 7 ' to G ilio to ceilin IlathsTrom accessories: ❑ Recessed; material number_.; ❑Attached; material number Additional information: IXTI%Xk Numnex l.C?C.An(:!w MARL Mr%'s IFIXTVRL 1DLM11P1cATta[4 No. SIZL GtvvI.QIR sink__.._.___ tc-'h ..t-1i es m ar_tments 2 20x16 Lavatory _�._ ..Tb� Sb'atcr clout i 11tez Bathtub �i.ower over tubes Sta11 1, %imiry7 trays 2121 Curtain rod A0 Door 0 Shower pan: material_1;amPC)ti tP -- 'water supply:E public; ❑ community system; ❑ individual (private) system.* wage ri!!jLosal: public; ❑ community system; ❑ individual (private) system.* *Show acrd describe indwidual system in compltre detail in separate drawings and spenfcahons according to requirtmert". flousr. drain (inside): [I cast iron; [' the;:J other PZjC House sewer (outside): ❑ rest iron; ❑ tile;$] other kVC 'A'Atrr piping: 0 galvanized steel; Q copper tubing; ❑ other Sill cocks, number_2 Dornmic water heater: type R ectr?c ; make and model RhPL-M nr F.gual ; heating capacity jai —rPr-QV-e—r7 gph. 100' rise. Storage tank: material ; capacity 42._.gallons. GAS service: ❑ utility company; ❑ liq. pet. gas; ❑ other Gas piping: ❑ cooking; [3 house heating. Footing drains connected to: ❑ storm sewer; ❑ sanitary sewer; ❑dry well. Sump plump; snake and model --; capacity ; discharges into HEAnNG: See Heating Plans & Layout Ll Hot water. ❑ Steam. ❑ Vapor. ❑ One-pipe system. ❑ Two-pipe system. Q Radiators. ❑ (convectors. ❑ Baseboard radiation. Make and model N/A Radiant panel: ❑ floor; gj wall; ❑ ceiling. Panel coil: material N/A d Circulator. ❑ Return pump. Make and model N/A ; capacity --gpm. Boiler: :rake and model , N/A Output Btuh.; net rating Both. hddittooai information: Warm air: ❑ Gravity. 0 Forced. Type of system Airflow/ianitrol - seans -central dura Duet mmerial: supply fib -r c r l ass; return f� b -r 4 l as---, Insulation bj/A , thickness 1 " ❑ Outside air intake. Furnace: make and model Input­ ,*GI _Btuh.; output 34, 139 _Btuh- Additinnal information: A [] Space heater; ❑ floor furnace; ❑ wall heater. Input T%T-/A Btuh.; output N Btuh.; number units Make, modal HLA_ Additional information: (-.ontmis: make and types (Z ' r i._` t Additional information. Fuel: ❑ Coal: ❑ oil; ❑ gas; ❑ fiq. pet. gas; ® electric; ❑other xr jA storage capacity xr/T Additional information: - — Firing equipment furnished separately: ❑ Gas burner,conversion type. ❑ Stoker: hopper feed ❑; bin feed ❑ Oil burner: ❑ pressure atomizing; ❑ vaporizing N/A Make and model _ NLA Control �A Additional information: Electric heating system: typeTTS Input watts; volts; output Btuh. IV la A.t,i;r;nnsl ;nfnrrna[trsn: __ ------ DESCRIPTION OF MATERIALS INSUUTION: MATYRtAL,'ryft, AND h1trwoo or INaTAUAT1®N T" TH�c ,�;7 VAPOR BARRILI Roof 6o Fjib( rglass ba Ceiling - Wall F50or stvrofoam nerim6ter HARDWARE: (make, material, and firish.) we. t]nc-k bra.-,s SPECIAL EQUIPMENT: (State material or make, model and quantity. Include only equipment and appliances which are accept- able by local luw, custom and applicable FHA standards. Do not include items which, by established custom, are supplied by occupant and removed when he vacates promises or chattles prohibited by low from becoming realty.) i�eluded in price Lj Raij!ae �" ! I " $350. 00 CmnVx:N nc)i-gn-e-i-nr T­TnnC�-UWCO I M -i nnl;-2 �n_ nn MISCELLANEOUS; (Describe any main dwelling materials, equipment, or construction items not shown elsewhere;or use to provide aticktionol information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) N/A pC�RCHES: 4" concrete 2,,'6x6 WWM Wront & Side Stoops) i t iA&5,. 4" _concrete OARACK�S: see plans WALKS AND DRIVEWAYS: Drivrway• width i6sc material*.and ; thickness 4 11; surfacing material concrete thickness Front walk: width material ; thicknesses ". Service walk: width—; material—; thickness Steps: matterial treads_"; risers . Cheek walls ixHtft ONSITE IMPROVEMENTS: 411 exterior onsite improvements not described elsea-hrre, including dents such as unusual grading,drainage structures, retaining ival1r,ftner,railings, and ocivjidry structures.) LANG* APING, PLANTING, AND FINISH ORADING: Topsoil__" thick: PI front yard: 0 side yards; 0 rear yard to feet behind main building. I-awns (seeded,ANW,or spriggrd):)C] front yardSp r ig4ed_; 0 side yards -,pr J gig(-_d.-, 0 rear yard n-r i cf gp-Li IS Planting: C] as specified and shown on drawings; El as follows: iq1.' d 9 d? ayw s� } t r ` _p a- WK L c� o ® o 0 o a o E3X4 EV6" ---------- WEB NOTES -------- c= o o a o a C= o4. WZBSo 2X4 43 HEN-FIR, FIR-LARCH, OR C= o z� o CZ3 C�$" SO. PINE. » a C= "T 0a o C= a a o o = a C= I cm c� �� i VOLMES LUMBER COMPANY �_ ALP I E= o 6550 ROOSEVELT BLVD, X---�TRUSS ® o HSOUTsrn 'L- JACKSONVILLE, FLORIDA 32210 " ALPINE ENGINEERED PRODUCTS,INC. 5x5 34 b P.D. BOX 2225 5x4 34' 9" POMPANO BERCH,FLORIDR 33061 305-781-3333 5X5 34' 6" LOCATE TOP CHORD OFF-PANEL SPLICE 5X4 34' 0" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 39' 8" TC LIVE LOAD 38.8 PSF 1.5X4 34' 6" DASHES SHOW. TC DEAD LOAD a 7.0 PSF , 1.5X3 34' 9" DIRECTION OF SC DEAD LOAD 18.8 PSF 1X3 30' 9" ELONGATED TOTAL a 47.0 PSF HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC 16 so. OVERALL SPANS PINE 2X4 TC 2X4 BC SS DEN KD 34' 6" 34' 6" SS DEN 33° 8" 34' 6" 4 SO. TC PANELS SS XD 33' 8" 34' 6" 3X5 34' 6" 3 EO. BC PANELS S9 32' 8' 34' 6" 3X4 32` b" MEASURED FROM 2.5X4 25' S" 3X6 34' 6" INSIDE SCARFS 41 DEN ICD 33' 4" 34' 6" 2X8 34' 2" ♦1 DEN 32' 6" 34' 6" 2X7 38' 8" ♦1 ICD 31 ' 18" 34' 6" 2X6 25`10" #1 38' 9" 34' 6" 1dIN SPAN ►2 DEN KD 31' 4" 34' 6" i2 DEN 38' 2" 34' 6" 5X6 34' 6" 3.58 34' 6" #2 KD 29' 8" 33' 3" 5X4 30' 9" 42 1 27' 9" 31' 3" 3X6 34' 6" LOADING SPACING 3X{ 30' g" 47 .0!1 .33 24 ,0. . PLATE TYPE--ALPINE 34 ' 6" MSX 24!2X4 PITCH GENERAL NOTES tAiLE$S THESE Sf-f, IGS 3NS r R LUt R ANO TRJ E5 �i:UIRE EXT�tE UP iN I DUNG, �.p� \ 4 00/12 ALPINE CONNECTORS RRE FD .OWED FNO Tr.E WP KING ERECTION UBRACINS. Vi -84T-76' t1`N' � °'Y(±\ 43 TS ;!I • 'RUSSES BUILT IN CONFORMWdCE WITH 'OURLITY GONTRt2. n.FW t' V •TPI, CORKING WDCO TUSKS= Ci}i'MNTRRY RNC RECUIENDRTIONS - 'MRE S1rRt:. BE 40 WRt+"RANTIEY OF IH15 ❑ESIGN, FAr'4kA L44 PvtIED. s'PII. SEE THIS DESIGN FDR Fil01110t�AL SPECIAL Bilr`Y'.ING If r C;ars+�6�.rEN SPANS T® ��� 6 "* i ttPiNE COW*CTY{4 EIRE MAMtPLTUttEO FRi{M 10 GHUT,t GFt-VPNIIED STEL. REI3UIREMENTS. UNLESS Dii£RWI9E 91DWN, TOP CriDRD S flll Ott r�vj r UME55 01HERWESE SHOWN MEETING IE OU`IREtENTS DF RSIM Ry46 C»?t+DE R. BE LArERAiLY SAAEED WI?H PROPERLY R11HCHED PLYYDCC ¢ �?LY CONY -.r-TCAs TO Fi',TH Ff'�F'S RT E8Cri ehi AfC t ''7r`E Ab 5->i.Xx ;}i;ATraiNG, BiOIIGM CNGflG YIT'i R! IO L-' ll LL `)R BRt'C.as'3 ; #7kYiI F ;�, c =Hc 7C:'sN_ GES:�N 4Txl+>Un 'j� CPX&fC;i3T 174 49884 _4N § 1'i.TFS ,N,* �ri.._SS .t _ _ . ':t.l y :i. _'�,r.r.r+" �:r•,r vD� a.. At V:-:-'.Y. +_.: .:'. �f _ ai 3 .. ... -. .. ,- „- z.._.,,.a.............�. u „F. A� Fr I ---------- WEB NOTES --- -- o c3 A c=3 C= o` ,o C� c c-3 WEBS: 2X4 #3 HEM-FIR, FIR-LARC$, 02 o C= C= 0 © o SO. PINE. E= — -5TRNDR 0C=3 o = o O C= c o C=3 C7 O O POL",1ES L['�v'BEP vC)""F'�,��Y o RLP I E� 6550 V ELT BLVD. . TRUSS RBo T JACKSONVILLE, FLORIDA_�,2i.. RLPINE ENGINEERED PROOUCTS,INC. P.D. BOX 2225 POMPRNO BEAM FLORIDA 33061 305-761-3333 – DESIGN CRITERIA TPI i TC LIVE LOAD a 38.0 PSP 4X4 19' 3" DASHES SHOW TC: DEAD LOAD a 7 .8 PSF `— DIRECTION Op BC DEAD LOAD ” 10.8 PSP ELONGATED ci:3TOTAL 47.8 PSF HOLES IN DUR. FACTOR 1.33 PLATE3 ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC 4•00 so . OVERALL SPANS PINE 2x4 TC 2x4 BC BS DEN KD 19' 3" 19' 3" SS DEN 18' 9" 19' 3" _ 2 $O. TC PAN?LS SS KD 18' 3" 19' 3" 2 EO. BG PANELS 55 17' 9" 19' 3" I MEASURED FROM 1X3 19 3" INSIDE SCARES #1 DEN KD 18' 5" 19' 3" -- — #1 DEN 17' 18" 19' 3" S 2X4 19' 3" #1 KD 17' 5" 19' 3" • #1 16' 18" 19' 3" tTIN BRG 8PAN 02 DEN KD 17' 2" 19' 3" { 02 DEN 16' 6" 19' 3" 3.58" 19' 3� #2 KD 16' 2" 19' 3" R 5x4 19" 3" #2 15' 8" 19' 3" LOROING SPACING 47 .011 .33 - 24 .091 PLATE TYPE-411_PINE 2X4/2X4 PITCH r I,?+'ES Ttt t `at(->`lCG;T (yds 10 i -p PND TRi :;Ei kE '9� FXV Y#: [rte i. ` P I,IPS PND 4 `#?��,NG, � 0 NFRAL NOTES ��?Irat r +.�1 c Ic<y �E FOS;QYE 7 wy© r� WRRN 1NG ENEt t TnY� ANU ��� 3 SEt �T Ts /"L*� t' r1 22K08 KI 4 .0/12 tlUfl i IN LUNit �tIII W( 4t l Dorf,l it CDNIK* MPmH- BY aldl, i�S R'14: WLCO MU E5: �UrMNTT+RY FN; kt. itYENvY T tdS I�`J � P B! N[7 vWtANI.fS IF Iti1; )FSS N, EXY4E,S OR lYLFc`7_ •TPII, SEE THIS DESIGN FW PUO1IIrA,01, 5?E%14t �CItC �(4 C[RTttttATE F4it "'h`43 aCIURET) "!lm ?0 rGsRJCE: ONYNNIZEO STEEL RFMARPE.NT9. UNLESS 01ltkY15E ';k!QVN, TUJ r,HYpSD 9t+4LL No 91f SPANS Q �® [ �] i t. yt -E 5tM;4k, PECTIN �-MAREttNrS OF' RFIM ±+446 BOE fl 3E L4TE$11YLT BRifED WITH PH WHLY NTTN.i+EO P.YyO� � STATE� 4 � ((�� as j �j �Y >ECI+RS r0 E01H EifE AT fK14 JuNT HNO tfxsWF 46 SHOIri rs1iEATHING, ETOTIDtt �O YIlm RIGIU CEILING UN Bk_G114, . +r •NS;;-/-! 1qFN0TI(.tSi vPe1 �£SI%N 9e'Et'*fIC;3TI0N „ tIN }! E v�! t - 4B884414h .N COPYRIGHT 1979 !i IB 41M fpE AOR yFif S�4CTY7N 3/t '1?9 RAW* A424 ,02r41 IFF TTOt1 CILIM5 MHY BE REINFORCED WITH SC1L1Ii G[RD1 R SINGLE DOU SE TRIPS E `� `� `' `� '� C= PROVIDE HPiDITIDWiL LORD CWHCITY RS a_ o %40VN IN TRBLE AT RIGHT. SCABS MUST BE LENGTH 1-SC,9z3 2-SCA8 1-SCI"J 2-SCA3 1-SCAB 2-BCF ® is G'STRN�RRDC' c � OF BPf- SIZE AND CRiVE RS BOTTOM CHORD 14' 0' 10' 5'N 10' 5"N 10' 5'N 31' 2'N 34' 3'N 34' 3'N 4D' O'N 40' 0'N 40' O'N c� c= a a C5 a HND SrIHLL BE RTTHCHEO IN THE SHOP TO 15' O' G'1►"N 6'11'N 6'11'N 29' 4"N 2G' 4"N 2G' 4'N 4O' 0'N 40' 0'N 40' 0'N C.m C= GIRL)ER A6 PER SCREDULE BELOW SPR* T16LE. 16' 0' 4' 4'N 4' 4'N 4' 4'N 20` 3"N 20' 3'N 2D' 3'N 39' B'N 38' 8'N 38' 8'N o 0 o a Pi sP'I.ICE IS REQUIRED IN SCAB, It IS 17' 0" ---- - -- - 15' 7"N 15' 7'N 15' 7'N 30'11"N 30'11"N 30'il-N ®SLP I J PkLFERNSLE TO LOCATE SPLICE 4' OR MORE 18' 0- ---- -- ---- 11'11'N 11'11'N 11"11"N 24'11'N 24'11'N 24'11`N r o 0 FNLr dol IDM CHDHD SPLICE. CONNECTOR I9' O" ---- ---- - -- 9' 1"N 9' i'N 9' 1'N 20' 2'N 20' 2"N 20' 2"N TRUSS O1 { �+ NLHIES HRE ke:?UikEU ON BOTH FEES OF 20' D' ---- ---- -- 6' 9'N 6' 9'N 6' 9'N 16' 4'N 16' 4"N 16' 4'N 1T�41 S a�:rai NS EiVLICE HNO SHALL Sc P. IX8 21' 0' ---- ---- ---- 4'11'N 4'11"N 4'11-N 13' 3'N 13' 3'N 13' 3'N ALPINE ENGINEERED PRODUCTS INC. 22' 0" ---- f--- ---- _--- ---- ---- 10' 9'N 10' 9"k 10' 9'N PRODUCTS, INC.2225 8tdl :' Qrc1 -VCK REuTREt tTr6 23• 0" ---- -- ---- ---- -- 8' 8'N 8' 8"N 8' 8"N POMPANO BEACH,FLORIDA 33061 N 2Aq W 2Ai UhE BLOCPI 24' 0' -.-- ---- --- -- -- --- 6'11"N 6'11"N G'11'N r ex:; x 2Xe + CiAlL 8LUCA 25' D ---- ---- - - --- ---- ---- 5' 5'N 5' 5'N 5' 5"N 305-781-3333 k 2X4 : tiE 0L`JCYs Y 2An + IYD BLQr(S DESIGN CRITERIA TPI r 2A z 2xPT r TilD BLDCtts 2B' D" - --- - - --- -- 4- 3'N 4' 3'N 4' 3"N 27' 1' - ---- ---- ---- ---- ---- ---- ---- ---- TC LIVE LOAD 30.0 PSF :_2X4 iWC,Fi_C1tKS�,_. 28' D" ---- ---- --- - i - - ---- -- ---- TC DEAD LOAD - 7.0 PSF i! T1L,4S WTER 1R11SS SPHN OEFIhE / BC DEAD LOAD - 18.0 'PSF rfiu tit_ucK KLuuitiLmENCS 29' D' ---- j ---- ---- ---- •--- ---- ---- ---- TOTAL - 47.0 PSE Sc DATVINu A111 FGR BLMA kAiLING 31, 0" ---- ---- ---- ---- ---- ---- ---- ---- --__ DUR, FACTOR 1.33 �� GPtI•rt ;1tt..R DHPfi. K. ---- ---- SOUTHERN PINE pC�T TRUSSES MJGT K SUPPORTED ON FACL' ---- OPPOSITE SCr�85 r; '> NNIL �"' - TOP CHORD 2X 4 iF1 LEN KD BOT CHORD 2X 8 91 DEN KD /` �•�' SCFEO- WEBS 2X 4 #2 TC/BC /6 I /I 1 9 R/C WING I R/C I R/GG R/EG USE 160 NAILS (IN STAGGERED PRTTERN) q.00 (2) ix RS ERCH LRYER IS APPLIED. CLINCH Fd.L NAILS IN 2 MEMBER GIRDERS. 41�as T _ Eq. I'll' 7 '1'.C. R—NRI-13s., TC i6-O.C. WEBS 161O.C. •�_ 2 Kq. Pit I i� 1 •( B--NAILS- 9C ANI)/OR SCP3 3.5'01C. WILOW N WCALrxF I C--NRI_SE: BC 3.0'O.C. SCABS 9"D.C. $j �- D--NAILS;: BC 2.0"0.C. SCABS 4"O.C. sx?3 8x;i I i P°. s t u"I',L rt1 AI! E--NAILS: BC 2.0'O.C. SCABS 4"O.C. P *F-ONE .5' THRU BDLT MRY BE SUBSTITUTED p T /� 550 7 0ru'SL's��I fir ,��, FOR EVERY 2 NAILS. (DOL NAIL SPACING- LOADING IB" '..Rx) , 1.5' MIN. BOTTOM EDGE DIST. / `1 s�r� IJ�C 1J i v�I L FLORIDA 1�110 G AOD .5' THHU BOLTS RT EACH SC PNL PT 47 .0! . JJ AND EACH SIVE DF BC SPLICES. NOT REO. FOR 3C IF- SCHEDULE 'F' IS USED. 2X4/2X8 PITCH GENERAL NOTES �,l ':`. r,F e All;� H tJmrw ,N;, , , RI - F, H x et 1N fd to sur 22KBS 4 ,0/12 rtl P{trE c ate WARNING, ,y :...,t� r1+.'Lih .zc wS tn- FN. �. MQ�.. KI'. N) WV HHt l E y OF I ll3 :.f.-,! N, E0'HF 'X7 1'9't !ti) 1- x t u Y r-xd rY i}I si f to li df E-..iN.: � CEA7IFK�TF moi^ �1 p}/-�{ T f ('�• Y :hA 7 rf �('.kt hit. �'iHNik tM .eiHtU t eri eu u4,u,i_ �i.ii� cit R 't z JH ?- c S >:�`, :•+ �+^ `t _}i��t iio bSSij INS 1 © (,f >' ui 4 i:Z �Ag rtFTl t: FiF flim.'+f N'S Ji R51?f nafo 2# A k tni r 0 HN EJ �A!iti ?� 4'n4 W'tff t'J P-fIC-I i} � .,rL/r /7 V1 r are i 5 1i n+itH ri.En r.t iH+r iwINT OND tL4 t- ii tC1N �t'+�t .N, t31ie �j»j WITH Rt'rf} CEe.iNC a eiiti`L.tiNC � L 4) N(A ,.,5k I.�: f�ti:4iolr p) t COPYRIGHT 1979 4ZO.0491 '.�� #• 1 i ,.,i 4it ,.� .t.?a. in' •.', 4'r:� + lj Y. i . uw, �V yS".l. it�pEtatt+C'� 11/95/79, DPAWo A425,22I ��qgs CITY OF 1*&o4'e b'''e4d - 9&u�& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 AujIgmtj6, 1996 FAX(904)247-5805 SUNCOM 852-5800 Mr. William C. Fisher 544 Cruiser Lane Atlantic Beach, FL 32233 Dear Mr. Fisher: Our records indicate that you are the owner of the following property in the City of Atlantic Beach; Florida: 544 Cruiser Lane a/k/a Lot 24, Block 2, Seaspray RE# 170703-0320 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 21, Section 21-21(2) i.e., the repair of a motor vehicle on a City roadway or right-of-way is prohibited, i.e., white Volvo; Chapter 6, Section 6-108 - House numbers are not visible from street. You are hereby notified that unless the condition above described is remedied within five (5 ) days from the date of your receipt hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/pah cc: Public Safety Director VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED r DEPARTMEN4OF BUILDING /) 7 CITY OF ATLANI C BEACH, FLORIDA PERMIT NO.- t r PERMIT 'TO BUILD THIS PERMIT MUST BE POSTED ON JOB I J I «6i CAT Date April 22, 19 51 L'A 45.000 131.50 algia Valuation$ Fee$ I This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that NEW =V COMB 1140 S. EDGEWOOD AVE. JACKSONVILLE, FLA. has permission to build ONE – FMlILY DWELLING Classification SAF DWELLING Zone___RRSTB ENTTAT• Owned by NEW MET COMP. Lot 624 Block #2 SSD SEA SPRAY House No REAM ELA. 32233 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE 44 -101. 4 ► 0 Building material, rubbish and debris ,I from this work mast not be placedin I public space, and must be cleared ap and hauled away by either contractor or owner. 1 BILL M. DAVIS wilding official. FOR OFFICE PERMIT PI USE ONLY NUMBER ATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER FOR OFFICE USE ONLY Date 19 Permit #J-' .72.......Fee CITY OF ATLANTIC BEACH Valuation $-XIZ.09bo.............................. FLORIDA House ............ Z------------------------------------------------------- APPLICATION FOR BUILDING PERMIT ............................................................................ ............................................................................ Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that-a list of sub-contractors be submitted to this office so that licenses can be verified. Date........... ...'.'"14..----•-•----••--•••------....... 19.4 Owner-SIF -------*11FT------_4_140----------------------_-------Address,//*10---A-- x!`4 0---Telephone No.6-Y.-JARMCWT Architect.............-.......................... ---------------_-------.......-------------Address.................................................._......Telephone No.--------------------------- Contractor Builder---------------'0* -------------------------------------Address.................6................. . ............Telephone No................------------ -I At 4111110A PA* LotNott,,...... -------------Block No.------........------...Sub Di.... ................................------------X-----------------_........Zone-----........... ,51.�. 4*1;5, �1"_41%44e.Street-------------------_---Side Between--------• ----_---------_------.........and....................................................Sto. ------ 44;---- Valuation $_1040.4-a .7"Por what Purpose will building be used!0*0do_F._.* * ype of construction..--...IC...M-..;00 4.4....... - - .4 V --------------- Dimensions of Building.-----------------_*..............Dimensions of Lot-...-.7- ------I--- )eA*#..............:Size of Footings.____-. --------- Size of Piers-------Awm1mr.---------------Size of Sills.-_-_.-._ -----Greatest Sill Span in ft.....__...4.0. .._._._-Type Roof, ........................ How will Building be Heated --!'I I Building be on Solid or Filled Ground?---_AP44AD....... Size of Ceiling Joists--------sm-—----------------------- Distance on Centers.......... .......... Greatest Span'................................ to Size of Floor Joists________________________________________._.__, Distance on Centers.-........ --------'w-1.............., Greatest Span____..__...._._...-_....__._._...._...__....a- . to to40 Size of ------------ Distance on Centers..... _77--7................. Greatest Span.......1.10.......................... It This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from APPROVED all lot-lines and existing buildings. CITY OF ATLANTIC BEACH REAR LOT LINE Two copies of plans and specifications shall BUIL NG OFFICE be submitted with application. "u'L NG OFFICE Inspections required. 21 8 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columnift Z 3. When steel is in place and ready to pour beam. 07� a 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. El Ei 7. Electrical inspection by City of Jacksor.ville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with_the attached plans and specifications wNch area part hereof, and in accordance with the building regulations of the City of tic Beach. Signature of Builder ....................... Address..Z...../.-*...I...0........x... .4-vf..Ac ............... ......... ............. Signatureof Owner... --•----•-----•------------•----.._.._ ......... Address.................................................................................................... CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE ,$0260. Gb DATE/ LOCATION ,J C/1&6 J,2.!°' OWNER PLUMBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR oelz t TYPE OF BUILDING ..$ 10" ,Q000 Z,^ BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH TUB OR SHOWER STALL.(,6 UNITS) �� SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) FLUSHING RIM SINK ( 8 UNITS ) BIDET (3 UNITS) SERVICE SINK TRAP STAND ( 3 UNITS ) _ COMBINATION SINK AND TRAY ( 3 UNITS) POT,SCULLERY SINK ( 4 UNITS ) COMBINATION SINK AND TRAY W/FOOD DIS. ( 4 Units) URINAL, PEDESTAL,SYPHON JET BLOWOUT. ( 8- UNITS ) DENTAL UNIT OR CUSPIDOR ( 1 UNIT) URINAL, WALLL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) URINAL STALL, WASHOUT ( 4 UNITS) DRINKING FOUNTAIN (!I UNIT) URINAL TROUGH EACH 2'SECTION DISHWASHER ( 2 UNITS) ( 2 UNITS) FLOOR DRAINS ( 1 UNIT) WASHING MACHINE RES. ( 3 UNITS) KITCHEN SINK ( 2 UNITS; WASH SINK EACH SET OF FAUCETS ( 2 UNITS ) KITCHEN SINK W/WASTE GRINDER ( 3 UNITS) WATER CLOSETS, TANK- OPERATED ( 4 UNITS ) LAVATORY ( 1 UNIT ) WATER CLOSETS, VALVE OPERATED LAVATORY ,BARBER,BEAUTY PARLOR ( 8 UNITS ) e. ( 2 UNITS ) LAUNDRY TRAY ( 2 UNITS ) LAVATORY, SURGEONS ( 2 UNITS) HOWELL lUSINESS FOAMS JKRSON VIEIE FLORIDA 1769 CITY OF ATLANTIC BEACH No. 07533 FLORIDA APRIL 201 19$1. NAME NEW MET c042, ADDRESS 94A CRITTSER LANE CIN ATLANTIC BEACH FLA 32233 Account No#40-343-3700 - Water Connection Charge, $200.00 Account No#41-343-5200 - Sewer Connection Charge. $700.00 $900.00 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER n r CITY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE: 249,2395 UTILITY BILL OFFICE COPY DATE WATER WATER SEWER GARBAGE OTHER TOTAL DATE WATER WATER SEWER GARBAGE OTHER TOTAL METERS DUE METERS DUE 4/20/81 85.00 $4.00 $89.00 4/20/81 $85.00 $4.00 $89.00 P/4" CONST. 3/4" CONST. WATER rTER. WATER WATER. DETER. METER. RETAIN THIS STUB SERVICE DISCONTINUED PAYABLE IN ADVANCE IF NOT PAID WITHIN NOO REFUNDS 30 DAYS OF DATE SHOWN ACCOUNT #2�o�Q/ NEW MET COMP. �. SERVICE ADD 544 CRUSER LANE. Different 1140 S. EDGEWOOD AVE. NAME NEW MET COMP. Mailing Address JACKSONVILLE, FLORIDA MAILING ADDRESS NAME NEW MET COMP. NEW MET COMP. SERVICE ADDRESS 544 CRUSER LANE. 1140 S. EDGEWOOD AVE. ACCT. #�lo/dl JACKSONVILLE, FLORIDA h ` lop 6voR'a OF�G� e� 101, O v° p \ tot kp to ggo�gq$�'rCq�q$1p� so � oQ vaa4e of type` ae9 tc�G� t ra a e,�a9 w�„ 460aot GS � ����a►� S3 eotyt► � .�, cc`'tRAc� -WIG GQ oa M 'fo$O0 J MB'Nb @VJ GPV yaG f. �RR 6 �p4 RR AOP* ti CITY OF ATLANTIC BEACH APP LsI a_nON FOR PLUMBI NG PERMI T i DATE LOCATION PLUMBI NG FI RM__� I MASTER PUX-T3ERR CITY/COUNTY OCCUPATIONAL LICENSE NO.__ _ STATE CERTIFICATE NO. -_ i / BUILDER OR CONTRACTOR I TYPE OF BUILD)NG _SINKS ^SHOWERS _LAVATORY _WATER HEATERS BATH TUBS DISHWASHERS URI NALS DISPOSALS .—CLOSETS T WASHING MACHINE FLOOR DRAINS OTHER fi TOTAL FIXTURE COUNT c'0 INSTALLATION OF PLLf4BING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-IN j APPLICATION IS HEREBY MADE FOR NEW MET COMP. WATER CUT-IN AT THE FOLLOWING ADDRESS FOR S/F DWELLING,RESIDENTIAL UNITS (S) CUT- IN CHARGE OF $85.00 3/4" WATER METER. $4.00 CONST-WATER. STREET NO. 544 CRUSER LANE. Atlantic Beach LOT #24 BLOCK #2 SUBDIVISION SEA SPRAY ACCOUNT NO. 21,o1oZ MASTER PLUKII ER DATE_ -a 3�'dt( METER N0. Oa c5 DATE INSTALLED 4/- v2 (' CITY OF ATUWIC BEACH APPLICATION FOR SEWER CONgECTIONS ACCOUNT NO. 2/0 MI DATE 4/20/81 LOCATION 544 CRUSER LANE. Atlantic Beach. 32233 LOT NO. #24 BLOCK NO. #2 SUBDIVISION SFA aEEAv OWNER NEW MET COMP. TYPE OF BUILDING S/F DWELLING,RESIDENTIAL MASTER PLUMBER DATE INSPECTED BY INSPECTION RECORD BUILDING PERMIT e 46,72 EI-ECIRICAL PERMIT # PLUMBING PERMIT# 4688 JOB ADDRESS 544 CRUSER LANE. ATLANTIC BEACH FLA 32233 CONTRACTOR NEW MET COMP, SEA SPRAY OWNER NEW MET COMP, SEA SPRAY TYPE DATE REMARKS INSPECTOR FOUNDATION ---- FOO`T'ING SLAB PLUMBING (R) - G Cs��.d• SEWER `I *ORARY POLE i LINTEL/BEAM COLUMN ELECTRICAL(R) PLUMBING (F) ,<6 FRAMING /Y! c✓ ELECTRICAL (F) O'ITrIER %6p4u j �d / FINALAzle- i SENDERc ► also wish to W s Complete items 1 and/or 2 for additional services. following services (for an extra r� complete items 3,and as&b. feel. co • Print your name and address on the reverse of this form so that we can m return this card to you. 1. ~Addressee's Address A + Attach this form to the front of the mailpiece,or on the back if space ffi a does not permit. 2, ❑ Restricted Delivery a) 4) • Write"Return ReceiptRequested"on the meilpiece below the article number. a • The Return Receipt will show to whom the article was delivered and the date Consult ostmaster foorr}fee. 0 O delivered. 4a grttCle Nti%IrS V m 3. Article Addressed to: J2 0 a� 1�j� �` 4b. Service Type ❑ Insured ) ❑ Re ' Cr �/ c 'y (t Certified ❑ COD 2 xpress Mail ❑ e h Receipt for ercrchan se o 7. Date of Deli r" p" o Q > Q 8. Addressee's ddres ( niy if equested Z 5. Si ur ( ee) and fee is paid) � H u.4 6. Signa ure (A nt) ^ember 1991 *U,s.4Pa fsa�-3sz-�t" DOMESTIC RETURN RECEIPT