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Permit 93 Kimberly Ct • `: r � �` }, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 511 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 INSPECTION EMAIL REQUEST: Building- dept @coab.us Application Number 07- 00000437 Date 4/04/07 Property Address 9 KIMBERLY CT Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 2 CU 2 AHU Owner Contractor DOMINICK, LESTER PERFECT - CLIMATE HEATING AND AIR CONDITIONING, INC ATLANTIC BEACH FL 32233 11210 PHILLIPS INDUSTRIAL BLVD JACKSONVILLE FL 32256 (904) 646 -1020 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 131.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 10/01/07 Fee summary Charged Paid Credited Due Permit Fee Total 131.00 131.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 131.00 131.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: 4 -3 --(O'7 Property Address: C/ A )/k)APr)y (40(- 'r Owner: Les4er .b mn , 6, k Telephone #: / - 3533 Contractor: Pe=r- CC, - C, r M c " eobb &tR'elephone #: C94 -/4 0 Contractor Address: _ ( . . , 9 , IA 4 ' Fax #: 2? — 9703 3 Contractor Signature: /4. • , In consideration of permit given for doing the work , des .ib o . statem : agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: Electric ❑ Gas: ___ Ll' _Natural _Central Utility ❑ Oil ❑ Other -• Specify _ - MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat Space _ _ Recessed Central Floor Conditioning: _ Room a Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers: Number of Heads Existing Building ❑ Elevator: _ Manlift Escalator _(Number) X Replacement of Existing System ❑ Gasoline Pumps - (Number) ❑ Tanks (Number) ❑ New Installation . ❑ LPG Containers (Number) (No system previously installed) ❑ . Unfired Pressure Vessel ❑ Extension or Add -on to Existing System - ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify _— LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency 1 CO ne1ew, ) 11364 8 2 4 Ui - Cmy,ler PJr cLTwR I rank, 3 Uta HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency 1 A;r [(het).le , 2TLC3 ro 4E Truiv. 400 UL 1 fir 1-(4 Iiv' -2 JP63(e - F r t., P . 3/p1660 O /. TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : //www.ci.atlantic- beach.fl.us Revised 1/04 10/25/2002 08:58 FAX 9049550288 BARTLETT,HEEKIN,SMITH 2001 CITY OF ATLANTIC BEACH l J 800 SEMINOL.E ROAD J$ i. x `` TT, HEEKIN, SMITH, (1 g_ g 'MOfi' 445 ' ' P.O. BOX 477 FAX: (904) 247 -5805 JACKSONVILLE, FL 32201 SUNCOM: 852 - 5800 904 -355 -7000 http: / /ci.atlantic beach.fl.us Pax: 904 355 - 0266 OFFICE OF THE CITY CLERK > Phone: (904) 247 -5810 Fax: (904) 247 -5846 FAX COVER SHEET FAX NUMBER TRANSMITTED TO: 247 -9846 To: Athena Shearer Of: City of Atlantic Beach From Judy Easley Of: Tracy Wenzel's Office Date: October 25, 2002 COMMENTS: Putting this check in the mail today. Please mail the copies to the above post office box address. Thanks for all your help! • The information contained in this facsimile message is information protected by attorney - client andle r the attorney/work product privilege. It is intended only for the use of the individual named above and the privileges are lot waived by virtue of this having been sent by facsimile. If the person actually receiving this or any other reader ofthe facsimile is not the named recipient or Me employee or agent responsible to deliver it to the named recipient, any use, di;re,mination, distribution, or copying of the communication is strictly prohibited. If you have received this communication in etrar, please immediately notify us by telephone and return the original message to it's at the above address via U.S. Postal Service. * NOT COUNTING COVER SHEET. IF YOU DO NOT RECEIVE ALL PAGES, PLEASE TELEPHONE US IlvEvIEDIATELY AT 904355 -7000. • 10/25/2002 08:58 FAX 9043550288 BARTLETT,HEEKIN SMITH f . 002 B// -- .!' "' -.. cc. �w: F. i.^.. lf ►, 9.'[' v'' ii i !.: .Gi:iti:'.3lw�: - �.c.."� _... r .�..r :- , � 4 , .___•__.... -.n... fir. ....'.' __.rte.. - .Lr� .l' _.. _ .• ; 13886 DATE : . 2002 1 CITY OF ATLANTIC BEACH CHE # -- ei I 800 SEMINOLE ROAD AMOUN t A TLANTIC BEACH, FLORIDA 32233 -5445 ACCO a ifs • TELEPHONE: (904) 247 -5800 PAID + a antic each FAX: (904) 247 -5805 SUNCOM: 852 -5800 ! 3 -� ' http: / /ci.atlantic- beach.fl.us ( OFFICE OF THE CITY CLERK 011S Phone: (904) 247 -5810 i Fax: (904) 247 -5846 Copies of Building File CLIENT: 1136 - Louis Sabatier MATTER: 9801.4 :0 - , ,..., 388 — 1 6 BANK 13886 BAF TLE%Tf, HEEKIN & SMITH, P A THE RELATIONSHIP PEO't,E / GENERAL;O TI NG ACCOW*T ,:,: , :?:!..63i440401 i iIJNDE'PENDENT DR; S TE.2200 c A; , ,< JA FL 31202: < / , / / .6 , V . ,1 r . .Y . ? J ..✓ t • r t / DATE AMOUNT i: F � ` . fte e 'T1 ,r ** , *;a,r **` * **r ,r,r,i ** * *.*1* * * * *.* * *, * * * * * ** * *a *, * * * * *w,r 75 /100 I, Y •-•''''.:..':.;,. Oct' /20C2 $15.75 ,, :;t City ;orf! A lart S3:,c Beach y , s , f . a `'Copies o,. ; $u l:di-ng• File AUTHORIZED IG UP! ,�,,..�...'�_... .:; s .. ......,, . ' ,...,., . :•,- --- ;:....... :- - 4021,06 .:.. u � .. ,......, .� _.....,,..,. , MO& 3886 1 N ':0631 1,8 SECURITY FEATUFES: MICRO PRINT TOP & BOTTOM BORDERS COLORED PATTERN . ARTIFICIAL W ON REVERSE SIDE - MI$! :IIP3 FEATURE INDICATES A COPY • • I I I I • ; 1 1 1 ..� I -. • 10/23/2002 15:32 FAX 9043550268 BARTLETT,HEEKIN Z002 Oct 23 02 03:14p City Clerk 904 247 151349 p. 2 CITY OF ATLANTIC BEACH RECORDS REQUEST/RELEASE OF INFORMATION Date ( a 3 1 O ? Person/Organization requesting information: Tic Lin um zel - 13a.r -le.tt , t .e,V'— n , 1 J PA - t, .__(reami h Address: "Q 1' o4. Gtl' I Telephone # 3. 55 - l nrn -Pc '5E; . Dalie Information requested: CDpies c - «i-h-& bu i td t -Pt Ls re, q y , 4 • _...6_La11111,11c2! 1%) Signature: Q ,-'1 JL- Every effort will be made to provide the requested records in a tier. ely manner Estimated time to process request: Z �: I� Estimated cost of processing 1 ) © 25 4-=SF° Request processed by 'm k . _ h Amount paid $ , . � • _ Date fl 5 Z Gln _c i Va5 } P ADDRESS 93 L 4C / c" „, T BUILDING PERMIT NUMBE 6 INSPECTIONS: FOOTING / ` UNDER SLAB PLUMBING /D -LS 9 3 SLAB /l FRAMING g - 9- 91- COVER -UP 9 9- 5 iI- f 9. INSULATION 4 -/ - 9/ j` s FINAL BUILDING 6- Y Gf ' 1-intt 4 - * - CERTIFICATE OF OCCUPANCY Lo ELECTRICAL PERMIT # 7 - l 5/71V INSPECTIONS ROUGH 9- 9.- FINAL .2 P "l 1 93 IW 1 Tgl jg1, MECHANICAL PERMIT # g PLUMBING PERMIT # .74/ NOTES: ollearginG o ICI 176 - 57 f+ _ - 7 -9/ ex.) / m r r ©ooc 73 9Y 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: 21491 Address: 93 KIMBERLY COURT Permit Type: DEMOLITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: N/A Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: Parcel Number: tmprov. Cost: OWNER INFORMATION Date Issued: 2/22/2001 Name: LESTER DOMINICK Total Fees: 100.00 Address: 93 KIMBERLY COURT Amount Paid: 100.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/21/2001 Phone: (904)396 -6689 Work Desc: Interior Demolition . CONTRAC �S) ''PITON FEES SIGNATURE HOMES & DEVELOPMENT IN PERMIT 100.00 nspe tions Requi('iiei 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. '� i $188.88 14 ATLANTIC :EACH BUILDING I '! T. Date: 2/22/01 81 Receipt: 8836655 CHECKS 5093 08168003221088 Building Department 904- 247 -5805 p. 1 CITY OF ATLANTIC BEACH PE'RMI'T APPLICATION RIODEL, ADDITIONS, OR ALTERATIONS __.__.__. MOVING, DEMOLITIONS Owner ( s) : L cr Darn +nick • Job Address: C r i L Phone: qo'-} - a-` 1 '3535 . Lot 4 i5 Block or Unit 4 Subdivision: T`$" -4■1 t)141Ne t)141 4ePc. _ Smnaiu 1 b- ibevele >prnrt �zC.. err• Contractor: m ;chAc.l A• 5 vne' State License 4 CAW. C>ZCXP?,,�j Address: 4'12., (2P cec Lc,„ 4. - Phone No: c7 SIP 3k4P4- City Jctx State C:v Zip CodeJ''ZLEi Oescribe work to be done: d Prnc, Present use of building: Sir1oilP� Caryl i?.P ',ccQ'cv Valuation of Proposed Construction: f Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. will the added area be heated and cooled? New electrical (or increase},? _ New plumbing fixtures? New fireplace? New Heat /AC? scrarc T nat. rrr (cr+><., eactc z a r) IwO (pESIDL'VTLAL) COi*'LES'.S SETS OF PLANS, IM ZVD.rNG SITE PLAN, SURVEY, Tr.NERGY CODE . •,- , NOTIGr OF CalkfidENCEMENT, AND. 11v 101 ) HliE�t /CONTRAL'QFt • VIM', IF 4,- t'. 4- 1-' �. •NTRACTOR W ��C� i II _ � C7 k 1/ Date: Signature OWNERAren'C: ► V � Dal : og / Signature CONTRACTOR: I k!IW -_ Hate: a I "`o AS TO OWNER4crT Sworn to and Subscribed before me this 14.44' day of 7ebfMCt , 2004. 1 NOTA PUBLIC 10 O ''e,. mot-Ac I IENKO COMMISSION! NUMBER AS TO CONTRACTOR; ; . �. I ^ ,. CC.819964 �,,��yy Sworn to and subscribed before me this Ivy �- day 0 f ,1,i, : z . MY CX .1MISSiON EAARlill lig 4 , , / 4 , 4 ' ' NO 1' PUBLIC O ti a' "t, OFFICIAL ss o , n y & ^I Q COMMISSION NUMBER CC819964 7...4, c 49 MY COMMISS EXPIRES z _________, 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: 21579 Address: 93 KIMBERLY COURT Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: TIFFANY BY THE SEA Est Value: Parcel Number: Improv. Cost: 97,923.00 OWNER INFORMATK)II i Date Issued: 3/08/2001 Name: LESTER DOMINICK Total Fees: 678.00 Address: 93 KIMBERLY COURT Amount Paid: 678.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/08/2001 Phone: (904)396 -6689 Work Desc: Renovate Porch to enclose Rooms CONTRACTOR($) , uti J > " FEES SIGNATURE HOMES & DEVELOPMENT IN PERMIT 678,00 Inspect Re COVER UP INSULATION FINAL NOTICE - INSPECTIONS MUST BE REQUESTED ATLEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBUC 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. v Dates 1678.88 14 AT IC BEACH iLDING PT. 3/13/81 81 Receipts 8148913 at/ny 1881 iri CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 9 3 K b lee./ C?" ( CN C ( -as F too keel+) Date 3 - S -o I Heated Square Footage @ $ per sq ft = $ h Garage /Shed t� \ � @ $ per sq ft = $ A Carport /Porch 4 $ per sq ft = $ Deck 4 @ $ per sq ft = $ Patio � f @ $ per sq ft = $ TOTAL VALUATION: $ 9'7 7 9 2 ) 264 $ 2-co 0 Total Valuation 1st $ .40 oo p 4 / 7 9 2.3 15. 2. $ / Y2 . Remaining Value $y.Q +per thousand or portion thereof TOTAL BUILDING FEE $ q5 + 1/2 Filing Fee $ 2 2. ( ) Fireplaces @ $15.00 $ -2)- BUILDING PERMIT FEE $ 6� 1 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ 6 le ADDITIONAL PERMITS OR FEES:Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: Building Department 904- 247 -5805 p.l RECEIVED FEB 1 5 2 001 • City o f Atlant gea Bui end ::ning CITY OF ATLANTIC BF,.Acg PER. TT APPLICATION .R.U40.DEL , ADDITIONS, OR AL T ti- ..RATI DNS Owner { s } ; _ MOVING, DO.L.ITI DNS Jon Address: q3 K'imiDei -\ . -. ?hone: Clt 714 - -Ill. _ t C 35 Lot # 11 Block t or n Unit 4 Subdivision: T • ctr b -zh e Se�. michctj R, SDne5 Contractor: acne- -ure, Non -if. d.l)e. / (0lp�v-,r,e.„AT.) State License # Address: Lifer DSCec)1a. Aveniap Phone No: C IE D4 ay ° 31ol.Pi4 Cit Sac S v,lvalte, eo,c State .L Zip Code 3 Describe work to be done: , • -C'lete 1uP, rcko' - 17; et, L aiP. J roe),,.- p4+( f ir,,n. Present use of building-: ?nvaV . reioiei --cep Valuation of Proposed Construction: 91,9 23,00 Proposed use: Trnvate f e Is this an addition? yef If yes, what are the dimensions of the added 1 f0 space: J(--.3 ft. X ij 6 ___ Will the added area be heated and 9 { cooled? ' �� New electrical (or increase),? j 1� -/ .J( New plumbing fixtures? A/4 New fireplace? fgJr4 New Heat /AC? /. ii SCBWIZ' Z' (Goo - epe RcL ) TAO (RESZOW TLI.L) Caltit SETS OF PLANS, rNC:MDTVG SITE PLAN, SURVEY, ENERGY COD FORMS, HOTIC.'° CIF' COMMEIC YT �R /CO CONTRACTOR A; 'Ina AND vlr, zF aw�z IS cow. S ignature OWNER: �� fi r.�t.s i ��\ Date": 2 -I12Iv I Signature CON'T'RACTOR: J Date: la. p 1 . AS TO OWNEPj..t Sworn to and subscribed before me this 12+k day of - 4 - 2001). 'r' :.: X PUBLIC Z ` r.RY Pi, �� M � m r4 • , . AS TO CONTRACTOR: O s CKRASIENKO COMMISSION NUMBER Sworn to and subscribed before me this 12 day of e „' Wig n .( 7 Cam , O !PR. 172003 pRAMorI�l VnOWn'1•vme • - OFFlCSALNOT. RY SEAL tr PUBLIC a ff MONdACKAASIENKO 1 i )b cONIMISSION NUMBER - `=� , ■ a 00319964 OF I" MY COMMISSION EXPIRES APP. 17,2003 MAP S HOlA B NS SURVEY OF L. o 7 / , T /FFANY 0'y THE .>E,4, A 5' R,,EcOk?L7EL7 /A-/ PLAT f3o7/< 410, PA `94 4,Ja e, 4 A , d, THE ctJQ,cZE/VT 'LJ8L /c 2EcoR05 OF DL/ VAL G DLJA-/ T 7 GL C) / /L7A . ' E,eT/E /E 7-0: .. ESTE.Q CG>M /N /G SECT /ON 9, TOW/QSN / P 2 Sou TN, ,QAA. ,E 29 , E .g 5T o.,€.v 3 0 42, PAe.,E / /SO 7 • x 8" el-04X -...--Y PQt/NL7 �2 " g 5 T4�0 FOe../NO > /RON Pi Pt N 89° 4 Co' 2o' 9 . 82 ' /wA,..c / 20,./ P /P= 4B# 3 .07Z 0.Z' ,,L' Q 2' 0.3' LQ # 34072 tAz'---jr- • 4 4 ii. - ' 7 . $I 10 Z' 3 1 /v4ANTER //./' W Q Q j {-111 oO OG n p( 4 v t rr 0 J r Nc/Ac.✓. , . O �p N 33' N Q 1 s. N SruccO way 4 ....,..---• MX\ `� ` O ■ V 2.... 3 2O 0 m O • B ALG � ••-' 4 /Rot./ PIPE 1 J /ro Coal 1 / • ' P E La 3(,7Z I v N • rNR.Ea ST ORY � �f _J 9/ » � n NR CDG 0 / :, " N 2 ti r $4 Lae K , P/Z,4 ME r /? • / tit t o p v? V sruccv a / �Yp) O.- 5 44 ° "R/ � � "2E5,i ./c E - 93 / . 6- .0. - 5 Co 5' • '. (/2.50) LOWES F- -FE. �� f, sTUGGO Z m F /.esr « -oo,e /3 cOGUN1N5j • /Z ". (0 2.94' 9 1 WI ON t � / N a (r-/P,c/�) a - 90 °09' N w n 2A = 40.00' W _t4 W 0 Q: ( U. 7 )) _ c.czs4� E ` �/ c J O 5 •,.• 35.5" POINT O.° ,4VlLSE " 1 I Q iti cu,¢V.s.ruczE �l i� ZN '' 57 13AiGO.v . 'Y 0 ' , \ l I_. - - . - - - -- -- -, - - -I 5ET /Z° //doN (' I T 1l P /I0E �B #SLO /3 v W 1 4 .j' Z Q -) . . CONC,¢ETE ORIVE / <'. � 4' "� t W /7-,v r /LE . j / . . A J <{ ti `l 25.700 (FLAT) , . PT _ . . C.5.- J 44 °460' 22 V t \ nn 0 ( Pe /N ' 14 CA ... . • .. - $Er �,Q • . • G.O. - 35. Co' oP /,20N P /PF • 26 '7 I • HOt.E yAragE L,B * 3672 A.2c. 3 '), 07' S a' °4'20 uJ - = 89° 59' 57" 2Ao . 25. C. c." PA / E L. - 3 :' ) , , f b`V / Q E 2 L / C L 7 / T- A ur /L /7 Er >EMENT OVE,2 A 4L j �J G /c� / R /1H r- OP- w,�' 15 (PE/2 />LAT) R oF-vVA-1 VSO �5) E2 EVAT/ONS S HOWN ri/ J ('Z.5o) ARE /N FF 1 6 200 BEET g ,40 ,42 70 ,V. 4• D. PA7 c. 8. - cNOFZ17 13 E,4,2 /NG A - A E. , . - .. , ..//5 - 1-1 F FLd0R �� ( Rp �� + c.0. - c HO,e,7 O /5TAA/GE ELE�AT /O.� ,¢Ece r Cit X, Q : A t cl 1 /79!" i N AL S&,.0 P. T. - PO/,v7 OF TA NG, E NGy W. 0. d6- ng,,,aR REG.:"RD5 VD .-uM O. R . v . - oFF /c /A SOUTH„ ., TEGH, SURVEYORS, INC. X90 .„ /-/ s ,-f '-/w..7' SUITE 1 JACKSONVILLE, FLORIDA 3221 PHONE N0_ (404) 996,- tezz. Sep C,f4 00 10:13a Ocean State A/C 904 -249 -9949 P - 2 I FORM 600C - 97 Residential Limited Applications Prescriptive Method C NOF TH 1 z 3 Small Additions. Renovations & Building Systems Department of Community Affairs canpidI% Tali Method c t Chapter 6 of die Flom &Km Gledtw+cy Coda may be aentmstaed by me use of Form tt1oC -37 for additions of 600 square teat or lam site- installed components et manuladureo hones and renovations to sin }e and nudgetttly residences. MeineA a mos d s are provided for atldtions ttv used Form 6608.97 or 600A - 97. PROJECT NAME l i N fG `ROiv - eUIIDER: J / TL4L I2 t 71 + es AND ADDRESS: C.,er 'T PERMITTING CUMATE 7) P . Y7 H!-` . EA-. OFFICE: - ZONE: 1 Q 2 3 owNER :w,p.,1-tw.. LtS -Q cbl"?f I,Ic.K peuarNQ. i 1 1 1 ( l JURISDICTION N► a (1 !ell ill SMALL 4DOITIONS TO EXISTING RESIOENCES t6O0 Severe teat or Less of r ndAfonea area). Prescnprrve requirements ut Ti a:es oC -t. 5C-2 and taC-3 apply ony to me comoonents of E no addition. not to the existing building- 'apace nesting. tooting. and water nearing equipment erfiuency levels must be mar only wnen eduiorrent is installed 11edfj c IIIy to sdrva and addition cl s being lnstaiteo to tanfunciton with me addition construction Components seoaratrtg w conaltioned spaces front conditioned adacks must meet rho oresertbea minimum insutaIIon levels- RENOVATIONS (Residential Cuiletngs undergoing renovations ccsiinq more than 20% of the as�ssed .drub of MR bulhtfng), Prelc;:Dtive , CQUingnerrs in Tai li C -1 and 6C -2 aepty only to ire components and equipment being renooatod or reotacad. rertauFACTUR®tlOtnti.; ..r +0 OUrt9itts3.On,Y sPo- rt; l31Ied corrt:on ?nts ant teattges are n. -erect ey this term. Bt fLD!NG SYSTEMS Combo •.wren .ompteti thew System i5 awaited. Please Print CK 1. Renovation, Addition. New System or Manufactured Home 1. n.C.i>( o h 2. Single family detached or Multifamily attached 2. - �, r. LE 1- 3. If Multifamily -No. of units covered by this submission 3. f - 4. Conditioned floor area (sq. ft.) 4. S_ _ _ _ -_ 5. Predominant eave overhang (ft.) 5, / -5 Cr 6. Glass area and type: single Pane [Double Pane ?, Clear glass 6a. sq. fl. / 06 id. ft. _ b. Tint. film or solar screen , 6b. ^^ sq. tt_ sq. ft. _ 7. Percentage of glass to floor area 7. _ da °rd 8. Floor type and insulation: / a. Stab -on -grade (R- value) 8a. R= t Q lin. tt. - ti Wood, raiseC (F- value) St. R= _ sr}. ft. c. Wood, common :,R-value) 8c. F- sq. ft. d. Concrete. raised ,,R- value) 8d. R= sq. ft. e. Concrete, con - imon (R- value) 8e. 9_ sq. IL. 9. Wail type and insulation: a. Exterior 1. Masonry ;Insulation R- value) 9a -1 R= 5 l U 3' , ft. 2. Wood frame (Insulation R- value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (insulation R- value) 9b -1 R- - sq. tt. 2. Wood frame (insulation R- value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units" (YesINo) 9c 10. Ceiling type and insulation: _ ([ a. Under attic (Insulation R value) 10a. R= 3 C / sq. ft. b. Single assembly (insulation R - value) 10b. R= / / 1 0 sq. ft- 11. Cooling system' - _ (Types: central. room unit. package terminal a.c., gas. existing, nv'ie) 11. Type: 6 r ST - SEER/EER: (x,- 12. Heating system': (Types: heat pump. elec. strip, natural gas. LP. gas. 12. Type: t, rc !" gas h.p., room or PTAC. existing, none) HSPF /COP!AFUE: - 13. Air Distribution System': a. Backflcw damcer or ,:,ingle package systems' (Yes,No) 13a. . 5. Ducts on mamage walls adequately sealed' (YesINo) 13b. - , 14. Hot water system: 14.. Type: /tJ ' (T vpes: tiler.. natural gas. other. existing, none) Er: - - Pettains to manufactured homes with site insi2Ued components. I nerQev cenity tnat tr,e plans ono seer:itications covered by tie calculation are in Rev,ew of plans and soeotirabons covered by this catcrestion rnoirates r,.motiance compliance with the Ftonra Energy Code. - • with the Ronda Energy Cade.: , - oons m ru.. is m i . trim btalattq will be -T q - i n s p e c t e d for contemn= to a •-- • -,' -- wAtt S. • 55 . .r t c .S. PREPARED RV: CC,f A r 1 -- ' _ Dan: I hereby certify that i s Dulidv compliance with the Panda Energy C a F'RCI urt.on a OAL • - Au, .4■._ OWNER AGEt• T f : i «.._. ei O *T'E / j 5 a 1 oa E: S ep Q4 00 10:14a Ocean State A/C 904 - 249 -8949 p.3 flpi a eC - : PRESCRIF1WE AEOUINEMEHTS FON SMALL ADOmoNS (6)1 Se. Ft and teat RENOYATI0NS TO EXISTING BUILDe1G$ AND SITE-INSTAUFJ COMPONENTS OF MANUFACTURED HOMES. MINIMUM insuur 10N MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFCIENCY EFFICIENCY Concrete R -7 Central A/C - Sprit SEER = 10.0 SEER = !� m F 2me. 2" z 3" R-11 z - Single Pkg. SEER a 9.: SEER _ ` Frame. 2' t 8' A- t e i5 - 1 Common. Frame R - t }�. Room unit or PTAC EW4 = 8.5' EE = LL) Common, Masonry R -3 K - .7 . /� C inder Attie Electric Resistance ANY -r R - 30 IL - � 4 (13 Single Assembly: Enclosed ce Heat pump - Sp tR NSPF = 6.8 NSPF = O 1. , - Frame F4 jr - / • . Single Pkg HSPF = 6-o NSPF = Moral pars R_;? t?' `t T u Room unit or PTHP COP a 2.7 HSPF; = ry 0 S i n gl e Aysombly: Open R - 10 fir (' ' Common. Fame C OP n Slab-on-grade No M r Gas, natural or propane AFUE _ 78 AFUE ( Rased Wood P-1 � / - Fuel Oil AFUE = .78 AFJE = 6 O Raised Concrete R • )-. " , ".4": Common. Frame R -:1 - cc Eecmc Resistance E. _ gg E_ _ �/ ;, In unconditioned ;Dace P -5 z vas: Natural or LP. 54 Es = x In concidt7ned some I NO minimum I Fu& J I x - (.L - a Sue Tanta d.3, y: 4 TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS F0A GLASS AREAS iN ADOITiONS ONLY t ` Maximum oercentaoe glass to tbor area allowea is sewrea Dv Nee. overhang length. and seeding coertic eat. Maximum e = 0 installed °6 = .P , , r- GLASS TYPE. OVERHANG. AND SHAPING COE = :GENT REOUIRE - PERCENTAGE TAGE ALLOWED UP TO 20° UP TO 30% / , - - " ---- UP TO -10% UP TO 50% �n14te Couple Siirgte Uouc :e in le 1 -- - CrO U tse 31ngte Oqutte OH -SC OH-SC CH -SC OH - _C OH -SC I OH -SC CH -SC OH-SC t 1.0 0 - - .90 2 - :.0 I 1 .90 L•.90 3 .y0 2 o • • -dd t - 36 0 rt; NOT I .'o NOT 2 70 0 1 1 55 ALLOWED 0 - - . 50 ALLOWED 1 . 50 4-- 0'- ..t0 r (..I SHGC or SC may be obtained from Cie m nuiac:.rer. Singe clear SC , 2 1 ,0. acuble dear C = 90, and single tint SC = .86. SHGC -.- .87 =.3C , TABLE 6C.3 I MINIMUM REQUIREMENTS FOA Alt PACKAGES - COMPONENTS SECTION I REQUiREMtN •• , c,NEcK Exterior Joints & Clacks j 606.1 To to caulked. gasketed, weather- stroved or otnettivise sealed. - Exterior Windows & Doors i 606 -1 Max. 0.3 ctmisg.ft. window area: 3 ;,frrvsa.it. coot area. _ Sole 4 Taw Plates 606.1 13ute paten 5 rt4 u•nateat,ona - 1rovg1 :0C prates of •xte.,cr -.ef3 must be ;,eared. • Z Recessed Lighting 606.1 r ype IC rated with no penetrations two aitenram.es atiowec). Muid -story Houses • { 606.1 I Air owner on perimeter of floor cavity between Moots. Ext1ZUSt Fans 6n6,1 I exhaust tans vetted to t.nrxvinlriono.l 31/Lacs. Ahall have dampers. except for combustion devices with integral exhaust"'.uciwork. / 1 Combustion 606.1 Combustion spats and water 'seating systems must be provided with outside combustion air. Heating e xc air or sired vent 0boilanc Water Heaters 1 t 12.1 Comply w,m etlicrency regwrementS In TaDre a- I2.. Sw.lc_lt of deal ly ,rtdsKEC 441'cur4 UIVAP er (et2•1nC) or aitorf (oast must be orovidec. axtern2J or built -in heat tr rewired_ Swimming 1 6 Spas d heated pools must have covers (except solar neared). Non - commercial pouts must have a Pools tf Sons sumo timer. Gas sod & soil heaters must have minimum tnerma1 eftll nce or 78 %. Hot Water Pipes . 612_1 I Insulation is required tor hot water dreulatlnq systems including heat recovery units). Shower Heads i 612. , I Water flow must be resmt:tea not more Tian 2.5 yailuns per minute at 80 PSTG. Q HvAC Quct 610.1 AN duc fupngs, mechanical iOutpmertt gnu plenum chambers snail be meCranically attached. construction. I sealed, insulated and iiistaticu .11 iluzuml,doce v.,th the criteria or Oection 310.1. Ducts in roues must to Insulation & Installation I insulated rd a minimum ot R-6. Air handlers shall not be installed in attics unless in mechanical closets.. O HVAC Conirots I 607.1 I Separate readily accassible manual or automatic thermostat or each systern. ei ;tie.zL 21REC1C, S. ' 1 . 2i 1 pie eC - elevate me R-•awe ot tae um011on Deltic g e c l a to e.:71aatenctneol ate the talcemC' t0vtls of the tt o ment Deng Insulin. ten H -,raj j taw enhances =ga/do Moll Mel are 'eC Pe AeiTada'aAes i SM.. ..)moanenr a-a 2Cultim in nee% r eg awe.: or n : enovarev may co km clank, t _. .0Cn1ON6 ONLY -u-.'m w4 the cercor agu tM eC...�'•.+'+.. scn tense Baer wean Oat ae,iAen a: enuot+F Ta1�1 inc Atari J 151 g rs u�*.uu.c..taetlq 5fIIG= goo¢ au Qrs 0c Fames. Oo I. lie eel of tae me- : e,at s root lass end :io m la the thew .ss iota. When glass m eatStt W coteoer was ti tang remove," '.r ?nooses, el me =sawn. 31 Vt.:my =tato Ile 10154 rule of ens dust may 00 ax/we t tram no total Oa.%area :Noe re =moo pasta area total Cv ere ctmowanea door area w ire auam#t, lumOry cy lea to get ce :-3rcere.Alm me Iara;t glass cerceeta ?e tower *men you glaUr00 001temge Ws on Tack 40 -_ ?macumes .re rn.en Cr ne ruse CI east I Srcpa Of bourne panel alp tine o+emang TON} Paula we .t snaealg semnent (SC:. 'tw a gi•er glass ryae am avema e, 110 merman swim otatdoeru aloweo Is soecea Alta glass e'adws an0 coon oreetougN In ale 0Tntnar with 0? ma nouse sea ten; mamma Ill M9 iCt11ti1.#1 ft) rat nave to =IOW ton ale cmonang Ana mac* merriment teo5WMIQNS on role 6C AS 1%.. <ass ,n t aaatdvt t mat,iitlal uie r6dtittinelt r on d to omens in rite glass peonage neegoty yet Ineitaleo- The aeman. oisaitcc is me islet e'eroee eiiwty kam me 1303 or rite gawk) a coax aitocmf unaer MOW" atgn ( s ca oreaypy. :. FieloYAT1oNS Ot&y. Rdelicemle t g ass net a 01e rollpwag imulieulettts, tiny grass ape 0110 =wig werfieea my be woo for class teas Glean are tower at term a two 40ct ovemain ono mole krtveot ~ '� - \( loco coats not enema loaner ion 5 met tram e a-em o'i . areas pang renavale at m co nat tree trim t uln ] a molt :e tenet gle*ca«e I0e o. eouelo -y, ne Gear or cauate-eane tinter. v / / SUIt.040 5'r$T0 i3. i:.newy wpm . m. system o aumuee tw oyo1. 0 ei5i22- . J i C.#ooate me weal mate 0 reamed on me ma 11at1 a page I, U. ne30 - termini Ala eemeia for S Jmaa •ICOSSr s NC Rem:manalts'. Tame a -1. arm cleat as mammy heats. 7. Aea0. An and Cale be 4 0*neiAgere - carnfie9Don Mite,nem on cage 1. nn1 C 1 k 11 GV IR ID F vV.L �a ►. L. v. f..••. ., 'V..... . _ • Consulting Structural Engineer JACKSONVILLE. FLORIDA JOB TITLE 3 J ^,A 4 J J' - r f yy%r v: -; S Cat co H aTFD BY _ ) ) h- DATE 1 •' -)'~ '' JOB NO -- l CHECKED BY - _ OATS __ _ t Kull -CT r-'• 71L1 r' ^' • ` ' - _ SH � OF SKETCH NO _ SCALE . z; = _^ + i _ It �� - . \ _ -` �1 3 �i-- I IJJ - - . t .� • -. _.�. 7' lur' d IiJV5 %` a �� $ pume. r.ln�►, i '. f b P. t. Out -- 1 11 l t -Ibr1v 14N50- - - �.�.:,_ 0„RQ4I.M iffCil - „.... RECEIVED ,, 6-/ 6., ;5. 1 ,_ /8 I --- = -- Wi z; , S 7 -�? r; A: FEB 1 5 2001 fir — _ ____ = - • 2 - 27.,> L f T - � 6x , City of Atlantic Beach - - --` Building and Zoning • ry (7 oR E or [3 T f i 1. 4 _ ^ ::('� / -i? %/,,•�;;_ - / / )( Jf� ,.;�:.9i,frr Ji g- 1 i.i . /r1';� 2= t /`7; 7? 1'•A ` t , — - - ' / N 7,1kl' r r..ti :. J' ? ° n " - - -_u f - - I - -I - -1 — ` , - 4 __ _. _ E ,T f, ,4 u- e -1 • .._- -- - -� � -- - - - - - -- .PR �� BE /'�,- F,' I' t- 1 f%e.+�i - i. _ _ _ 5o� i 1 ,7�k C �� A � � N ° �� c � , - i - - - ro P A-r<<- 2›(:�) - B 0 p2�0 z - d SBBS- 96C -b0G �C Ra11a)4 c a IOU e60 =60 00 CO 100 TRANSMITTAL DOCUMENT FOR JEA DATE: C ,2 / � ; The following permits have passed "rough" inspection: Permit No. Address • Era exime zwoolzampxkus4x pabecsxsofxxtskex]perssni Please update your records accordingly. /Than you, , N � rL. BUILDING C CITY OF ATLANTIC BEACH /vcb MAP SHOV4I NC SURVEY OF LOT /5, 77FGAN)' 8'7' 7 5EA, 45 ,PEcO,eOE17 /A./ PLAT ,8 7/< 46v, pAt;,ES 94 A/VO 94,4 , v, THE c1J,4/2ENT PtJ8L /c /2ECOR/75 of OLJ✓AL GDL./A/T7', ��0rz /OA. EggEly cE,Q r/F /Eo TO: LESs OOM /N /GK RUN 0 8 1':5 SEcT /ON 9, TO WNSH /P 2 50 JT'1, R.4".../.7E 2`B4 n: - d Zoning o. fz . v. 3 '42, PAGE 1/ 5 7 5" 11. 4 P ou/./ o /2•. 7 -------- fOcJNO �Z " WAaL ,A2,,,, P /PE /QONP /PE N S � ° 4Go 2O E 91. / 4.43# 3672 az• �.s• o.2 j o.,' Le # 3/0 S r 0 O _ 111 ,7 0.3' P 5.S' P 5.7 z' IL .j ' / p ,-'rr2 I //' / r ,POOL n 0( c 1- 1° .J v ` � rJAcuzz/ o d O ' h l 6 "FfLOGK 4 3 � ,2 * ` STUCCO .Ac-t- � MA,2i3LE `� J .ip O �7 rp /cA�) T /LE 0 �l ►, a� z�•43�' C) m o r v 1'' 1/. --� STaa , --$ W 35.5 Q ALGON Y -.r — \ J S b\ : I i Q k W I bp' / ?o"., P /PE 1 06 j11 N J /. • • 6.0' I / • V ,, L i .# 3(7Z SA J v '/• TN2E.E STOf � if - 9 ^l "• • CoNcRE 0 Y 1 U( Iv 9 t7GK P'2.4ME N / • d nS p ' v° d` f STL/cco D � O rr , T ) C:8 5 44 °5/'05 "V4 / 0 � " /2E� /O.. E/c E '3,. / p•',. /.4' C.O. - 56 5' 39 -F.O r sruaca J T /3' I [JMNS ARG''' Co 2.94 U w m 47 / N ` GOL e (r'P /cam.` -) 4 _ '9O °0 9 . 24± ' Q "\ RA /c/5= 4o W Q � Lowe E �E ./AT /�/ .} � � Iti W v O 0 0 ,7,9_ cT.aQA..,E W 4 5'/, LoW � 35.5' +• /°O /NT OF ,eE1 1 y , I Q I y.0' cu,ay.dru1'E ( ` I r V 7 SET %Z" //act T VI C � J Z j- - - - -- --- ,- - - �m � a Q PIPE LB�`5ro13 U N < Q , O . . CONc2 - 7E O/z /vE \. /4l \ Ll j4( , w, TH T - /LE • . . \ 0 D W kt 25.92 yeA�c.) 25.76 -.47 P. C. P,>. -'5 44 "460'22 "(A Q \... a PO /wT G04,./O Y • • ... _ , . sEr , • . G. o - 35. 3Co' aP /K P /PE 26' 7 / ,y0, -E cuavAruaE G.a .41 3072 ,a..r2c. 39.27' 509°44o.20-1A/ 4 = 89° 59'57" 2AO /uS = z5, ao' - P412CEL.. "F3=' /M 6 E 2 i_`1 Ca�AZ T- A u /L /T7' EASEMENT OVEAZ AL-1- - r G �]" R /GHT- OF- WA -/5 (PR /SLAT) " PR /VATS STREET aF -vVA ' VAR /ES) NOTE: Et- EVAT /ONS SHOWN TAJc/S (/2. AAZE /N FEET g /2 ,=. R re) N. A. v.. a. L7A rtl i. c..6.- cH0,¢D B,E,4R/NG c.o.- c HO2 o O / S TA A-/c REG ERT'P /CO: tJrJn/E z /995 F /A/A� 5uAevEy P. T. - PC/A./7 OE TANGENcy w..a. 00- 95 -04• (a// MAP) O.R.V.- 4 /c4.44- ,2EGO0¢05 vOa -uME SOUTHTEGH SURVEYORS, INC. 6501 ARLINGTON EXPRESSWAY BUILDING B SUITE 210 !Ark-ad-Inn/ill F F1 cline. a' 'IiI cUPKl= I.V1 rd„A1 -1-1, _ /1 •1'31 Oct 03 00 09:32a Dole 3 Ke11ey Jr 904- 396 -5885 p.l E MC cm � GIRDER TRUSS STRAP METAL CONNECTORS Design Features: Technical Support (800) SE SPECS - (800) 737 -7327 • • Ideal for girder truss connections were there is a high uplift load requirement. • Can be used for wood -to -wood application or concrete -to wood application. • Washer plate adds increased resistance to wind uplItt Materials: 14 gauge galvanized steel strap. 1/4 steel plate . Footnotes: Anchor bolt not supplied with product Use all specified fasterwrs iii schedule to achieve 'alucs indicated. See General Notes: 1. 2, 3, 6, 7 Coda Complianc NER t510 (SGP2 only). Metro County Report 1195 0818.11 GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS STRAP WINO / EARTHQUAKE PRODUCT UPLIFT 1331 . UPLIFT 1601 PER CODE STRAP PLATE W D H CL PLATE BOLTS - CTN NAILS NAILS DOLTS NAILS BOLTS i 1/2" 10d 16d 1/2' 10d 16d 1/2• SGP2 14 114 ' 15I8 . 18 1/4 1 1/2 (1)1!2 "BOLT 1.1 - -- 1455 1455 • 1455 1455 -- 11t I T� 14 2 2315 2745 1620 2780 3295 1620 ■ 16 3 2645 3135 2430 3175 3765 2430 I Sla1' 3 14 114 3 4 18 1/4 1 1(7 (1) 31b BOLT 16 4 2975 3530 3040 3570 423S 3040 10 21 5 3470 4115 3040 4165 4940 3040 1 24 . 3970 4705 4760 5400 -- 0 ; "__ e •.W I H SGI'3 - • C H „ • 3 "x1:4 square - washer - - -_ y 1 - CL ,, '::.t.. . SGP2 GL - .. : I r - i-.' - �. j t ^ � Y-. CONCRETE . . ... 41. ; , ,... I � t`I WOOD FRAME CONTRUCTION 5 3 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE. FLORIDA JOB TITLE .VIL2t_i-Z± -5 CALCULATED BY ._LI/L DATE C_1/.1_-_2_9_ga ---_—_.. -- JOB NO _ _ . / CHECKED BY ___—_ _______ DATE __ -- SUBJ EC T ____.1212.6. SKETCH NO.____----_, SCALE_ SH OF ---_____ --_ , . . . . . _ . .. _ 1 7 tAilAID 1111 = 3 / ./...a - , , - / ?2 .. / ,/.... 5 , • ,E- \ 2.':. , 7 - 3 :L. 5 'A' - . - 7 ,-. - 1 7 r7 ■ ..." / f :--- :5/1 :. / , : / • -„ 1 2 / q -- )-- ,, / ct 2 i 1 X 5(0 - ->,C- — 7 1 2 5 /-,-. F 1 ,7 5 7 - --, i - , -.,, i;c./.77 1 2 i ;k3o.i)77 -7- 772 . 0 - -- /0 x 5( "( .):1' t i, •;.. ,, x.227 7 -1-- 1 5 --- . \. :7.'■ cy 7 ---.--..-------,7 _ 1 ''C PO - RCCfr r .2 ) .C ? --, .L.i.. - ., i - _ / ./ r i 7 ) r-■:- -; -- ( , - .. - 2 • - ' . c) I . ---- 7 -? - v 1+0 --- /27 ',;,! c .-1 _5 - f , ,,/ ',,' •r --' • / ), r i': IL/ 37 • - w, i_L. ev -: J / / 5 z 53 / _--,. - „..i ., - 11 29 :,- /I' / 7 -7 72 „. 37,7517 --- 2j ),_. 7 , — Hi.0?, ,i7 9 = 2-Y2; / -/- , , (.6 : // ,.< 5 -.--- c c .)c 3' 'i F ,' ::- ?Or ?, 7r ",---- 7 ., z 2 e ' •-• L — _: 2 77 q • ' (- / ,, - i ..• i --, • / ./ /7 1-- • ' 1/ • • --- : 7 7 / / ‘('-;.•- • - SEISS -96C -4,0G JC Ralta>I C aioG e60:60 00 CO -avO R E G I S T E R E D DOLE J. KELLEY J R PROFESSIONAL ENGINEER FLORIDA No 1 GEORGIA No. 5958 VIRGINIA No. 7008 CONSULTING STRUCTURAL ENGINEER ARKANSAS No. 1646 ROGERO ROAD • JACKSONVILLE, FLORIDA 32211 • (AREA CODE 904) 743 -4700 September 9, 1993 Mr. Lester Dominick Our Job # E -93219 319 Oceanwalk Drive, North Atlantic Beach, Florida 32233 RE: STRUCTURAL CALCULATIONS DOMINICK RESIDENCE Gentlemen: We reviewed the uplift values from the Holmes Lumber pre - engineered truss shop drawings. Please revise the holddown hardware for the T2, T7, and T9 truss girders as indicated on the attached sheets. All other holdown hardware remains the same. Very truly yours, Chris her C. Kathe, P,E. /dm cc: Louis Sabatier, Luxury Homes Don Ford, Atlantic Beach Bldg. Dept. 1993 B d ZOnin g DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer --� JACKSONVILLE, FLORIDA JOB TITLE ID N G 1• ke "S 1 CALCULATED BY 4-� DATE 10 I 1 3 JOB NO. CHECKED BY DATE SUBJECT e 0/I1)1 O N . 111 - D i0 1 I SKETCH NO. SCALE SH ' OF , C."rU (Ns yq L Cin L C. (-91. Arlo I t rte ■1t S IAA -PA 101710 `= Al>r› TD 1C7on 5 ,4N D N e>c,.., A T 14-c' ,C,Fon.-rr/ A L EV4r7 v n)" s • 'i ►E ') 7 6 laNAc. ArJU .: VIbc Ac.e.. e V. -Z") fup in- q t - r.. - 1 - a►aL,�./ WAS kw A t ►A3c>C" 35' 3 35.33 = 7 , (o(ocr i / �E:ss VJrN�w.5 hkro an 4 * 4' + (o -r (� = C Z©. C7 t..F OTAG. I. / V'!4►tArt,CE- = 0 ,4oG4', ft_t,M AST e non) ! CAGL (f1 J 5 j 71 5Lr > 50, oC,, 1.I` l V�� trCr. / - S _ /!vaF. a ✓ Lib r. I O ti i-r'A c. tr I ti�A t, AV ILA S Z 3 S t 5'2. • 3 3 (0 4 , 7 a r l,r=sS v. 1 �►.� �vvJS ANry t� o n: S = < v *a, -+ 1S -t 7 > = .4'33 L o 1 C— I.1ALV 41/ L&" • `7/1 7 L I= t, •01.1.1 E La= 1/tflr,c ,V / Clrl j 3 < 7/.7L.!_ ©e- rvcv / oevA) T! FF4 46S 5 e 60p 6rfl4Pr/4 / F+'bZ> Tv T/-fE / r. 3 i ea r't 0611. /i %/ STxC -L. / /( 1 cd r ~ c F /- G. e- /A lei v T j .. oo, t To ��Gll.c rx�c ��ica— i/4 7'i ✓C / ,157Rc t. A7_ 4 g r T76' G 0 c /47 i v til 'S �+l sips O N C 150 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA J013 TITLE - --)0 P 4 ► N iG k+ cS tvelUce CALCULATED BY (-_-_: G L DATE 1 °I. jOo 1q3 JOB NO. CHECKED BY DATE SUBJECT 1 S►a� °2 T 4 ' t 1 0 I / 7 SKETCH NO. SCALE SH Z OF 3> ZA/ l> rcoo ti $ T t1.-4.. T6 a PO'S F- A I L..C?> V I 00'r1- V i teir;'T - / I. 14600& ■/ sTA►(L Yei 1AL.L.as PYA t - C.6-r. Gf�?='•c1C... ti ) ' (`-t.0,V∎ /sileYl, 11 G r T. 'tt t..>r<1 T t le ST ► r A) te.... c , 0 t` C::::00 ►J 5 IA) k1 t..l.. S ‘''' Tcor E>J C=.LY r+T NW/ Al_t_4 "4, GZ>C3G"7:::. " - re" - r - 4 - 5 - - A ' -,-, c> , ©m. tAl 1 0 Do t.■ A N'i::> cm r r. , (A 4 .6714 c-L !/= If pc.,/ WDoC} Aqt G✓ iApS - :"71 M / a. 4v`. 'To Sit. L> 4) 1 si-- F e , „ ft. A ‘ r-494 IL. anl170 w5 4,ll iop/tS Aavely Ti -/ 4 /0 ti rt 44i: 5 T w it 4-L. pi- Tim -y9/ l.. (r, A9 ..,a• 7 : - -;-- -4.a e-/ ----- a 097- . p/ b v �'L.7— 4 n . c - - A - - T ✓ t / � � E % t . / 7 A 7440 / st cA7 rc� yo v/7_, .1> /A pG/7C. ��orc1 G/L,CS. 7�'" �' L OM N / �f � 5 Iicr 7 • /9/11 V ' 3 T- - /`7 / ✓ / OiC.r �.,.. -> _ / A f v i it I r-0 ri 1, 7=1. vn r . p ici AI (-,,,, 17--4 Pk .. .t-aG 7 4 /4. G . 7 � r�� tiMA -704,1 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer • � JACKSONVILLE, FLORIDA ��++ JOB TITLE M /.t /G /Cr - CE C CALCULATED BY - F — DATE o A- JOB NO. CHECKED BY DATE SUBJECT & 1/ io1' S Mt t T&D /0/7/3 SKETCH NO. SCALE SH 3 OF M .. lea SE . _, Q .y'i K ,1t 1" o' -II N " * viz v i• a iVot, % — •� i. t e x c.40' PrL ora+4ntb �` I • // slt3 .1 « PGF iG 3• i/R L FL / N/Oo 0 ' r ` ._� ■,:;, ..!".141.1.7 L awrrr� pPN 1�8Z ��""'' . A J1 /(r " /41 4 Nx CO i 71I ,?7 P. -� ..I 0 c -N---- II&Ji ADD . yW oo.0 TO p 1 ik • j WALL.' 1 rP-1)14. Adf 1 p AdrIk °. I' r fc. a N �Ii.. y., t I Gtr q•1 I I ( . \ to � ., e PJO `A PT /� L - a M It 0 111111/ 1 INN .� l �� N I � s NI ,i Ste' I: a . Ill j. ( 1 ii N F' =DI 2..5H$. Alc a e rPtc.s- or cMv P6104. 1• FwVig 3 olet p641.0 I r of •31417 (Gt• sr:" AL CA) 2 ' 9 Pd 4 Ilif .. ri4C° r,�D1 OLE J. KELLEY, JR., P.E. Consulting 4 Structural Engineer , / ^� JACKSONVILLE, FLORIDA JOB TITLE �� n G f�C/r " CALCULATED BY CG DATE /OX 8! JOb NO. CHECKED BY DATE SUBJECT �EU:S /c» O S 2 ,7 AAO 7 °} 3 SKETCH NO. SCALE SH -4 OF 1. 1 f--. pp 1 1 o _ —{ ---� , , ....: . . ....__ %.- ,.. ...-. I , $t 1 I 1FgL111 1 �K�p . I ED � . `� - � , A �t -"' r pro z.P P z' as .-.._ .. �' r ■ i A 4 I 2. /41 4 �rltllt/�1t(ol•1 ` � �/� L111''�F7�GL - 1 - N Ar" N i►t o .- I A ) *APF t *-11,1% I • r ".v.—The----\dbire- X weoDt I �' m a+ 4 _ NS i i I te GALFoF g L kJq,,t, rdw a1/4::: _ Mil�� G1. 11 u I I ' ' s- -- 4 FP 1.N.-- atJ . I I , �N 79 W M4 i ' , , 7 MIN . ....... Algh . ,.•...., g. .. ......,_ 1111M1' .. I — e e) ‘lo ICIF _N Itil ;•- • 4 A rl . All , ,,,. a'r.— vu 1 __ _;;Irruirt 8 •out , ...._. b 411 4.1.411 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer c "1- 4.GV JACKSONVILLE, FLORIDA / JOB TITLE /G CALCULATED BY G.G (•-• DATE io` / s! / JOB NO. l CHECKED BY DATE SUBJECT 1VIS (O elf / 6 ' p r� /O! / 7 / 9 3 SKETCH NO. SCALE SH S OF - 7 ill 2 NI 111111110) l' "% .., _. NI FtLL.Et) C OEL1 IN -- ■ W/ I -ex 5 ,n.1 elle.14 /� _ — Lfr L i11111qUIIULItt I r � '� Ig411 . . 1.. I.... r :� ,� , �. . .� , i - • - 4 . •L110:!J , „ I'.:�1r • ■ y'•u ►,1n V �I07 5! •I, &L to ' ,v . r r. 1 IiIi i IE 14.1 MIEN ii I LotED .E- Coes i 1111PM �' Inu I1Inuurnmu�i rtefalll ...t, rfr A kl I ,,,, - 5 � 11 ,G. ,....- "0 1E2 N . � • - lit............... y inf111111n111IIIIW1DIZI1 m.o. Imo= �.�..........._ —,- .i..,_..._ �"- r '. . r .II: ll t-,1 -_,___ A ' Nil, t.., WI c 14 1, 1 II aiMio v lirr ii •• • . I 6 ' 1 , .,� .L.AfrNINGr iiii _g. .LP4ShIl. imiur---;.-re.saillimerm I • „`I . 1IIII!AIl!E' :. — ,;- id IIIIIIIIIIIIIIIIIII i . ”.1 iilHlltl'.+1NIIi1n .... t w =...' _ • 1k.a!! 1 'k 41/ �, r • a..Q7° IV 4o. w:.. «4q . 11/ Y,. DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer N JACKSONVILLE, FLORIDA JOB TITLE ...I-2r, M / !G/` �/pc CALCULATED BY G. DATE /0//6) 7 JOB NO. CHECKED BY DATE SUBJECT �1 J ,6 PA S /0 / / ` 7e3 SKETCH NO. SCALE SH 4' OF, 7 al - w.... 1.) ' : 1 . i I i 71 ■I , 1 i I . , i f ; i' , :''' k!t ii , ., : ......i i: z . 1 1 r • 1 . , . ., a 8 Ili' I 1 1 { if , . , � u I r 1p I *, r " Q 1 nn 4 11111111 I I p I I I I • i• II .1�1 W �..,- ■1 I 1 11 It ' -�" x.1.1 ( I ' .. A. ,;.�r L •^ �f ' I • 1 1 r, • DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer 4:-/27./LE �' JACKSONVILLE, FLORIDA JOB TITLE " I ^-(' G 1(--' CALCULATED BY C. DATE /a /o°�.3 _ JOB NO. CHECKED BY DATE SUBJECT 61116 /0'3 L- 3TEZ /e 7 43 SKETCH NO. SCALE SH 7 OF 7 i - ®II IMI I 1 • • %1\3 N .._ - . (.....-__.... _ L____..._ . 0 1 Yrn il ::: __.... I I N _.... 41-, [ .. .- .. b.. i ----- -. . �_«:, -:= iii �_ I .. , , I 1 111E111111101 ' -- - , . �u� •, r� � III;��I 1 H, I 1� i . I ___... _ _ I ,,i 1 , ; D : . Lwil . . . . . . 4. . ; , . II .1 \ I . . .. ..:.. 1 . .. • , ciiiii 1, , I. 1 1 - , - i -- =-1111 Not 1 ( CITY OF N(2. 13 3 2 5 ATLANTIC BEACH FLORIDA 19 9 � NAME 1 k( / = �.. � ∎ - __ WV ADDRESS 4 / ` !__ A• - / ,�� ( - CJ , / � -�^ / Ft 32.2_54. 93. , / �. When Signed, Dated and Numbered, This Becomes an OffiittidC 000 S15.00 74 Received Pey CHECKS 9/09/94 01 Rc P t 0010 010 MAKE CHECKS PAYABLE TO CITY OF ATLANTIC BEACH, FLORIDA TREASURER ci 05 CITY OF ATLANTIC BEACH, FLORIDA i1 Approved by --- APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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. ! 7) ELECTRICAL FIRM: MAStER ELECTRICIAN SIGNATe• E JOURNEYMAN } i i / f NAME .. _e,-; (, ._,._J ' ' ADDRESS: Y3 0 - 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 AMPS COPPER ( ) ALUM. ( 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT , RACEWAY FEEDERS NO SIZE NO. SIZE 1 NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0 30 AMPS 31-100 AMPS. SWITCHES T INCANDESCENT FLUORESCENT & M. V. 1 FIXED o 100 AMPS ()VCR APPLIANCES BELL TRANSF. I AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW 01 T OVER MOTORS H.P. ! VOLTAGE PHS NO, 1 H.P. VOLTAGE PHS MISCELLANEOUS , ----'7-- ; ,- ...............„-,,,...„...—,.-.....,_r________._............................. PRicE avuoarE APPLICATION FOR WATER AND/OR SEWER TAP yi APPLICANT NAME , / , IV, ,-(--k-A. i, ( k' / MAILING ADDRESS '7 7 71(..---6: ‘ if ( ..'/ 1, , 1 1- 4 C.--( LI _./ PHONE NUMBER J// - -: 7 ; -:,- ,-)') (.:, v DATE ------/, -9) --- SERVICE REQUESTED 0 -4) L- `(, ' / ir i t 4_ i) YK i7.6.4. _ — e., it -6... ._‘ ., p 7 K' _. / ' . 1 ' -- c? yr ljt ,i/L. , , 7 SERVICE LOCATION 7'..: -5.---'7 ,/l)'4- () -C.,1-1(24 ,CaA:t7 DATE SENT TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER PRICE QUOTE PREPARED BY: Signature - Title DATE OWNER NOTIFIED ...... • CITY OF ATLANTIC BEACH • APPLICATION FOR POOL PERMIT Job Address c Lo t #Bjk # Sek Owner 12), L K_ Address S 0 vs.1 • '1 Contractor 3m-e-S .17k Ti+L.- c. Address ST. License Number c)3 0 etc) Valuation SITE PLAN front tn • APPROVED CITY OF ATLANTIC BEACH PLA1G p np '1 ) 1 1 B rear Signature Owner lidAt Al? 41. Signature Contractor lb, Date /7: 777 71: 1 7, t1 r4 1994 Gilding and Zoning � D OP BUILDING �' '` ` ' CIT "EIFATLANTIC BEACH . ,. _ `- PERMIT-INFORMATION Perl�l.lt Number 9394 �_--- �.�,.,. ;LOCATION INF�'}l�'�IO�t Per T ddre3s: 93 KIMBERLY COURT t- ;'. ype: SWIMMING PC10L `I ,s of Work: Nom? ATLANDIC BEACH, FLORIDA 32233 LEGAL DESCRIPTION 7 • Cartstr. Type: CONCRETE of: --------- 15E1oak: �. Prop'o e d Use : POOL/ $PA Seet ; Diae1.1�t�grS; `0 C't�de. 0 To�zn�hiP�' RNQ: 0 Etimated Value• ubdvii`cra. TIFFANY >wIY THE SEA $30A00 . C�0 Imp rov. Cost: 0.O0 Total P _ $30.00 Amount �a. . ` ,�� °:' $30.00 bat o <4 2. 94 . ..�, � . iI4MLNG p0, OLS - VARIANCE GRANTED ;11 -15-94 -- CDB �x f . TION " .,� �. ,I APPt.ICA'PION FEES Rat ` l'�, • IPE i IT $__ $30 Adr. s , L' COtTRT WAT �, }� � � ER��MI FEE °��4 $t} . 00 Y . - a ' m ' . . EE ;:::;,.i.(,,,y, _. RAD OAS -L R . S . $0.00 f _.., C' A Et: ORI�tATIO RADON CAB 5% + CAPITAL IMPROVE. { Q A clr . : 1+ H, $ ..... i.R T k4 � - --- SEWS TAT) 0.O0. ATLANT BEACH , FLO.RIDA 3223 t' CROSS CONNECTION` $0.00 L of ae YP'' 0 SEC H IMPACT FEE � CONST . SURCHARGE`'`` $0.00 ,.NOTES NOTICE —;ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE ,PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPRO"VEMENTS." x ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR v' - s,• N OF APPLICABLE PROVISIONS OF LAW. if,k f 7 s l ,. „ �' r gay n �.' d . ,ty. , - s „ AGH B.UI DING . _ - ARTM ' T' , IOI100QI14E1 1311.00 14 f t Date s 1214 01 liCps 00 cam, y. • . R 1 -',_H L _'ELI - if .- : .-.: TEL ril-'._-.:=17'TTL2 Feb 7 ,9E 16:47 No.003 P.01 .1 _.. . CITY OF 1, ,2 , iirtgliftee Ecad - 94144 1200 SANDPIPER LANE 4-__. _ _ -- -) _ATLANTIC BEACH, FLORIDA 322334381 TELEPHONE (904) 247-5834 1 FAX (904) 247-5843 1 ■ FAX TRANSMITTAL 1 , 1 ,'",i , ..J' , :,,,r,44 i / 4 4 IL 'Q it• '. , ¶ ,!'”4' '',, '' • 1 " 1 _.„..., , .---', i ; ),- ,,, ii...ii i','" - 1 •* 0,,(,' I , Z k 4:0 ' I. • ,,, TG / : v ``` -- , A -•., , `I FROM r : \ ' .,it .t,, ',,,.,0e., ( k, •(' , . • ,, ,, , .. i ' 1?", , ',.1%4 ?•'!14, , _.... ■ , ... • 4- i , DATE: (1). 7--- ff Pages including cover sheet.. C-4. • — COMMENTS: I ' .. t . , ' ' .e___-, ,- t - -,) - _...___ ( , " 6 0 -4 0 -( _ 6.-- ]C 2 - 4 - 1 ---Q! n c f - fr 1 4 1 sLe.., 4 :-) 67 - 7 .t_ ... ....,___-.L.J ..- l FAX # 247-5843 TELEPHONE * 247-5834 1 . 3 ` l�1NC SURVEY IA-/ T 6001‹ 46: O/ZO� M AS R� of NE ,,E v/3� /c �zE�o/2o5 L o . /5 . T /FANy /3>' a 7 - - 5 - EA c�RlZ '° pA�ES �4 "6,..10 ‘,44 , •D LI VAL GOtJNTT, GLOrz /OA. " 5 l lJC 1401 / / . cEFLT / /EO TO.I •7L.I� / '� . ..... /2ANG,E z9 BAST r O1.<NSN /P 2 •5‘91../7-14, 5e7 -. / .0,1/41 9, v 3042, PAegE //50 o.R• Go,J,./o /2" 1120/4 p/p �ou�P 7Z.. N 8 9 °4Co •24 . B0. Z IL k) 5=G" , Mlle 1.) _ .. all 4' • 3-6"11" • - 6' N U N . Z 7' -� J -- 7 IN ‘11 v c l \9 / • J �"- 6 ,) � O cYNO '/g" h l ,� h J• yp /Ron/ pipe k - �' 0 /3(../11...(7//6. E P V �� ' �ax� g�7z ■ q !. w N ENVELOPE � ( � J Z , � � )'� i cy \ ti�'� i 1 c3 �/ -.a- 5 44 °5/'05.. '� r tr- - -_ ____-- _....__ / G.O. 5C.1.695' 0 ' '• / AKA- (02.`)4' N ' Q i`� "� a = yo °0 9' 24 " k, Z f ' RAA v3= 40.00' l U W W fl\ N\ � 1 ,�j{ i w A W 0 t p ' I PON O ` �, 1 , A w 'J O � \ I , 111. "� a AT sJRE 11:1%: / /ROw PIPE / 4.0 03072 D y, v ,� A l �Q • N �K _ __ -- - - -- -- . g - 5 4� ' 25. . q 2 ( ei-Ar ) P.T. ' 25.7C0 (P�Ar) �,N,, yz- G. 0. - 35. 310 F o �-- FcNn/o %x- I /man/ P�E A,72G �. 3').2 � � /DINT I,¢ONO /P& 2 eo. 7 /" 1 <B# 3vy E T a 53'1° 5� DP .i BENT= R warm ✓QE a a 04 2 O .. PA RG E L ../3 It I A c.1T /c.IT�: EA4EMFMT o ✓E2 s�c.t. • C at i2 T R /-,/../r „VACS (Pee Pi °PR /VAra S7-RET " -621GrH7-- o-vV.A-7' ✓,nR /ES) Nor E: rN,/S (/2.6.0) Age /N i ELEVAT /On/'S sNovvN P eer 4 ,2EFER 7-.2 N. OATVN►• ,a.8.- 6HORD SEA2 /". .O. - GNofza OISTAn/C P.T. - .PO /n/T OP TAn /G,ENG7' o`un�E O.R•v. - oPP//A` QE �� UTHTEGH SUR BUILDING SUITE 210 6501 ARLINGTON EXPRESSWAY PHONE NO. (q04) 120 - 0231 1• I t. 1 o clkl'sq;i\' K. k \ \'`' 1 1 ho,. P) 1 ,.. \ ic 1 , ; () N\ . k\1 41 kNIIK.., ---31(s\,,-,—,1, IR N , 1\ , k GI 1 o Ot, 6 k (,,„ k ,,„„-„,„--,--1Tf,,,,z; ,0 r;• t. , � y �� y(A )) Iii , ' ,r jut IN, k) lc\ 1\11A NZ i off .: 1 �� \ I • , ' ' • \ .r.: ,,,,,, e 40 ,.- ..,.., i • Il ',- � b ' • - • .1) '' i ---,---i • „. /.,. 1 s I zo, ,,! \ 1 itL.f-771- il ,- .•: .e-el j . 17 .7 :Y .: 2 .67, -,' ?:19 1 7 : ' n 0 ! 1 c : ,/w/4 . -\ w i I !- ✓.ST9/VC. , , ,, , I I . ! i _ l y� l n 12 ,r.-' 1 POOL SHAPE CUSTOI,S 2 SIZE 17x39 3 DEPTHS 3G- 56--- 4' 4 CAPACITY 5 STEPS ( 3 ) - 16 WIDE BENCH(ES) 6 SWIMOUT 2 7 RECESSED STEPS W /GRABRAILS N 0 8 HANDRAIL(S) O 9 GRA6RAIL(S) O 10 LIGHT _ FIBER OPTIC 11 TILE G G.. FROST PROOF 12 KOOLDECK SQ FT. 13 SUNDECK BY OTHERS SQ FT. 14 PUMP- STARITE H.P. 3 15 FILTER HAYWARD MICROCLEAR GO 16 CHLORINATOR KREEPY KLEAR 17 SKIMMER(S) 2 , 18 MAIN DRAIN I 19 RETURN INLETS 2 20 CARETAKER FLOOR SYSTEM INCLUDED W /LR TRPPR, 21 AUTOMATIC CLEANER CARETAKER 22 RAISED DECK N 0 . 23 DIVING BOARD N 0 24 SLIDE N 0 25 HEATER SEE SPA 26 GAS HOOK -UP: By OTHERS 27 DECO -DRAIN AS NFEDED 28 CLEANING EQUIPMENT INCLUDED 29 LEAF SKIMMER WALL BRUSH TEST KIT HOSE POLE START -UP CHEMICALS VACUUM 30 SPA INFORMATION (CONCRETE) SIZE 7x6' DEPTH 3G7 JETS 6 BOOSTER PUMP 2 - HEATER RP 405 COVER F. ' ? AR LIGHT FIBER OPTIC SPILLOVER INC OTHER: AQUALINK 4, GLASS BLOCK, 2 HP BLOWER - -= 31 ADDITKt,' ,L SPECIFICATIONS: 7 -a PEBBLE F1NISH ON FOOL AND /OR I 1' k .1' SPA INTERIOR, 1 , I 2 " x G CAP TILE 01I STEP AND BENCH EDGES. KREEPY ;; KLEAR ACCESS LETTER OF PERIAISSION TBD ELEVATIONS I G. STEP UP SKI TREE REMOVAL BY OTHERS DIRT REMOVAL BATT CEMENT REMOVAL BATTS p ELECTRICAL HOOK -UP BATT AS POOL SPECIFICATIONS DESIGNED BY h E JGE� DOM I N ICK ING DATE 93 K I M BERLI HM 241 -3536 ATLANTIC BE) SCALE 1 /8= c-.7z,7\..57 1 9 1994 and Loill, nnVE c T; _ \,1 f RETURN RETURN . • • • • - . • 1710" • 33 0" ••• IMER LEAFTRAPPER SKIMMER 7LO" • 0 )ENCE THE BATTS COMPANY General & Swimming Pool Contractors CT IS the 1602 N. 3rd Street boi .....r seir • • Jacksonville Beach, FL 32250 / • WK35G-2490 • • • ( 904) 246-2455 CGC 055163 CPC 037048 • BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT -- Apppl to complete all items in sections I, II, III, and IV, LOCATION Street Address: OF Intersecting Streets: Be *en j fsi \v\1\C Cj Cii And i ` f^ NO C ,\ BUILDING Su` \�� „ Sub-division "h' �� i„(�J(N \C IA "° '' 0 II. IDENTIFICATION -- To be completed by all applicants . 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 which are a pert hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. l�f� Name of Mechanical : Contractors /� , Vd 1 Contractor (Print) t4 1• a N- ,( \vU\i,sZu ns-... Master Name of � Q Property Owner .,\ `�� 1�� k`(j$ Signature of Owner 4 Signature of or Authorised Agent . .I�/`L� 4t:,<J /SQ... Architect or Engineer / III. GENERAL INFORMATION I > A ' Type of eating fuel: B. IS OTHER CONSTRUCTION BEI G tr THISBUILOINGQRSITET O Gas — 0 LP ❑ Nature' ❑ Central Utility 0 Oil IF YES, GIVE NUMDONSTRUCTION PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NAT E OF WORK (Provide complete list of components on beck of this form) sidentiai or ❑ Commercial Heat ❑ Space ❑ Recessed .8' Centres O Flow New Building IN Air Conditioning: ❑ Room . Centel ❑ Existing Building i VI Duct System: Material Th;ckneu 0 Replacement of existing system Maximum capacity �" e.f.rn, New installation (No system previously installed) Refrigeration 0 ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity q•p•m• ❑ Other — Specify ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) ❑ .Gasoline pumps —_ (number) THIS SPACE FOR OFFICE USE ONLY (Received) ❑ Tank= (number) Remarks ❑ LPG container (number) ❑ Unfired pressure vessel al Wen Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Ca Number Unite Description Model Number Manufacturer (�»j Approving m Agency 1 to 1 --1 k AD - L--\\A `,., ...c..2‘,...,3v, k..yi .\ ‘) L \ , s1 s. N-, V t.•l CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: S 19 &L , 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. 4416/ „ ✓��DQ% E ECTRICAL FIRM: r= C ' 1 ' : , A : .• : ► , _ ► NAM ADDRESS: /Auf RFD BOX BLDG. SIZE BETWEEN: RES. (,-)f APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ('-) OLD ( ) REW. ( ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW (-f) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS.. G7 COPPER ( ) ALUM. ) SWITCH OR BREAKER .. Ud AMPS r/ PH W 3d VOLT (. �72, a RACEWAY EXIST. SERV. SIZE AMPS . PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31•100 AMPS. SWITCHES • INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MI , ELL LLAN OUS /j/ _ - ' .etc %i 1 II II- 1 P$R 8989 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION _ LOCATION I NPORMAT I ON P : i.t N .rri Address ddr ss :' 93 KIMBERLY``, COURT P .r'rr,i t Ty MECHANICAL ATLANTIC BE a =':I"I FLORIDA 3223 'w .1 asp ro Wozk: NEW -- LEGAL DESCRIPTION ..'br. t ". r v1.Re: WOOD FRAME Lot: Biock: Sect on : I opc e .> , SINGLE FA I L, T' wns hi p : RNG n 9 ' L i t : 1 °a+ : S b i 1 Si M :rr : TIFFANY BY THE SEA Estimat 4. Value: S < D ;mproov. . Cost : SO 00 `T: .,4 al � ees : iCt9.. 00 ., s ._, Ii ,, "> * » � ,t * I { 9 , 0 Da a it \---,.. .. ' . ..,,p Work D `'NTRAL HEAT AND AIR 1W NEW SIN i ' E, FAMIL RESIDENCE 4 +� s$ MAT I ON , -, .- fir;.' �' AE PL I CATION FEES i� � ,, � PE mT T' iO9. 0, _ j A ERL'Y OL3F ' WAT iF4PACT FEE 0 ,f Skit V d ,,)'• '''' T i -b C'H , FLOR b f �3 E s I P 3 " FEE � 0 *4 $ 1 ,, W ' sm . 3 RADON GAS -H F„ S 30 , 00 ', T '''' TIT s'''' NF'OR1 AT C FB DON 'AS 5 0 0t i _N ame; IR i °,RmS I NC :. -*AP ITAL IMPROVE SO 00 Alifi t�. 1.0"9° ,.'�H- VD ,•.�•. a- .. .a SEWER ;`TAP AX '' ' 32 2 4 ±ROSS CONNECTION . 0 Tyr h ° $ A a T yre: 8" SEC B IMPA', T FEE �~P- S,00 a :.; DNST' ,. S UUR C }1ARt E ; 0 . k° 3 yy NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATER1AL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR, OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMI ROVEMENTS. " * ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, 000000000 000000000 3109.00 14 ATLAI'4T(. BEACH ,BUILDING DEPARTMENT Date; 8/24/94 01 Rcpt: ©076945 �+ / M(146 10E39 B Y' CITY OF ATLANTIC BEACH APrLICATION FOR PLUMBING PERMIT ,(- JOB LOCATION:_TL6) OWNER OF PROPERTY:1>)(111/1(CAL., BUILDING CONTRACTOR: 1 - 4 : ) U- (5 5 Lop.ve, 6 PLUMBING CONTRACTOR :k-sT01111G AND ADDRESS: L ib 3 A) drYt_i L5/ -J144 PE, 3 TELEPHONE NUhBER: q 9, '7 57- ./.3?"0 STATE LICENSE NO TYPE OF BUILDING: DweAtio6 _spots 62 SHOWERS 6 LAVATORY 2 WATER HE TER$4 BATH TUBS / DISHWASH;NS URINALS DISPOSALS I Li CLOSETS // WASHINU MACHINE ' FLOOR DRAINS PANS OTHER TOTAL. FIXTURE TUNT;_,4/ x $3.50 $15.00 m $ INSTALLATION OF PLUMBING AND FIXTURES MUST HE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -1-11 una - 11w 77WU LIT" From : SURFS I LSE HOMES FAX 9004 7318999 PHONE No. : 731 8443 Au 9. ?3 1994 12: 11 F'M P01 cki Sabeilt c,gf) LUXURY H O M E S August 23, 1994 Atlantic Reach Building Department 800 Seminole Road Atlantic Beach, FL :32233 To who it may concern: At the owner's request, Louis Sabatier Luxury Homes hereby requests the mechanical permit originally issued to mechanical contractors Air Flow Designs, lnc, to be canceled. We give permission to Air Engineers, Inc. to request a new permit for mechanical work to be done on the Dominick residence located at 93 Kimberly Court, Lot 15 in Tiffany by the Sea. Sincerely, - 7-% Louis Sabatier President LS/jm L V� ( 1 CITY OF ATLANTIC BEACH, FLORIDA i 5 --S Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 9 - Z ° 19 91 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. Oil J n3Saa -I-,gc .I..J L•'[.. -w-, e (r:ei .,a ./t4 t)A meows/ ELECTRICAL FIRM: MASTER ELECTRICIAN NATO' .IOURNEYMAN Z Z t ,A i i . (.-. T1'ZZ NAME --5...>//-4 r..- t' ADDRESS: ' RFD BOX BLDG. SIZE "-rei^ r .D ,e o 1-C° Q '� y . X Fe weed BETWEEN: 0 IFr ' 3 Y t -- RES. frt APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. ( ) NEW ( ) OLD ( 1 REW. l 1 ADDITION ( ) TRAILER ( ) TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW (r)/ INCREASE ( I REPAIR ( ) FEE CONDUCTOR SIZE ( AMPS Ca COPPER N) ALUM. ( I /0 SWITCH OR BREAKER 5 AMPS 1 PH 3 W L kt a VOLT ) 1 RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED, OPEN TOTAL 0.30 AMPS. 121.100 AMPS SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. 1 OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0 -1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS T /a i 1-de -» s v o e.. ` chid S; fit. 1 # } 1 1111 CITY OF ATLANTIC BEACH, FLORIDA ,01,-5 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 9 - Z a " 19 1 3 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. /.40." ELECTRICAL Fl M: MASTER ELECT N SIGNA R JOURNEYS NAME Si-l.FS■ie i40•4% ADDRESS: 9 3 51 � vwS3w 4 C. a 0.-^.'. RFD BOX BLDG. SIZE s /#6 . 4 •A , 1' 1y BETWEEN: e I ' tcYA-∎-1)) 6, tr.,. Se4. RES.1''1 APT. ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( 1 NEW ('1 OLD ( 1 REW. l 1 ADDITION ( l TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW (`-1 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE �' X 2- AMPS SO o COPPER ( ) ALUM. ( ✓I SWITCH OR BREAKER 300 AMPS \ PH 3 w Z 4o VOLT ( to RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS: I 31.100 AMPS SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. i OVER APPLIANCES I BELL TRANSF. I AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 MOTORS H.P. _ VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS w t o^ 1 + .._ A-lery 11-15t) . 1.4e 1 1111 1 4 PSR3844 0 • DEPAIRTMENT OF BUILDIINGI CITY OF ATLANTIC BEACH' . , _,� , PERM ` I t1 QRMAT ON - �- - ddr;as -= - LOCATION N INFORMATION - - Perra��.t,Nu 7451 93 KIMBERLY COURT I `,Perm MECHANICAL' ATLANC BC, 32233. • "lass of Work: NEW rrrrrrrrrr LEGAL TI DESCRIPTION �_ FLORIDA .._ :_..r.. Canstr. Type: WOOD FRAME Lat: Block: Section: Proposed d US S INGLE FAMILY Subdivision: TIFFANY BY 4811 • ''...,':..':;,, SEA `.Estimated Value 80'.00 tmprov Cost 80.00 Total Fes: 871.00 Ambun� ° 871. Da 00 t / Y r, Work DeS , :, :. -' RAL HEAT AND AIR IN NEW SINGLE FAMILY RESIDENCE :::7:-::'1.' _ 3 , 'T ION - "4** j . '~_ P'LIC AT'ION FEES _ -_ �� TM N PERMIT AP -8- • 0 ► ,A+d °'LY COU W A T E R IMPA FEE $0 � ��" �;� ''''''''''';2:":1 H , F LOFEI DA ,„ � ,a P C T � ` ` EE � � O 00 pfi } ii' " , �� '41' � s : n o s °'62i,,'—if a� t a 0 40.,..,.,,,,,i,...6., � - a' � A DS . � .S. . �0 ;W_,.. ' � , ; ''4, R ` FO 1T ��_— RADON CAB S% 80.00 Nam= . v ' . IC#N8 r I I. H &A CAPITAL IMPRO $0 . .C3,t'.} a . » : ,�, = 54,1 °' ,..�� 7u i.tia .,.. ,..,. SEWI" 1� TAP _ _.. , " O . 00 ACKB�LLE. FLORIDA 32,207 HYDRAULIC SHARE 50.. 00 ' ' 01 � - T ype • 3 . TROSS CONNECTION . Qt3 SEC .11 IMPACT, FEE ID SC' C�" „ { � dr � . " ` k ; °.. s.. s�...fRkk. • ='w.. a. [§ 7�k,a:.. w N 1 NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATE RIAL; RU BBISH 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 " FAILU RE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OW PAYING TWICE FOR BUILDING IMPROVEMENTS." < ,.. ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VVOLATION OF APPLICABLE PROVISIONS OF LAW. '' * ANTIC B ACH BUILDING 0 PARTMENT �� fl'rt..� _,, . _ - 1 PSp•3844 i� 8 8 9 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I • *. --- PERMIT INFO;I ATION` _-a _-..�- LOCATION INFOI TION w Permit Number. 888 Ad z e s : KIMBERLY COURT 1 Permit Type: ELRCTRICAL ATLANTIC SEACR L FLORIDA ' 32 Class Work: REP;LACMT PERMIT' .�.- - ---- -- LEGAL DESCRIPTION; _-- -_.._. _.. C .8tr... Type. I OOD 'FAME Lot: Block: Section: F ' Ie ritn Use: SINGLE FAMILY To rnshlp: RNO: n Dwellinc3,st 1 C "O e: 0 Subdivision: TIFFANY FY TR.E SEA; Estimated Value: $0 Im prov Cost:: S0 On Total Fees: $ n A :out d .. S5. # O � � B, 5/ rk D , 7364 w, ' ORIdAfi I ON , , a7: p; , ,.' "". _ APP Li I CATION FEES - *- - — 1 R ��,. ! �, PETIT` 00 A * . �' .. L- C OURT WATER IMPACT FEE 80 00 * all e� 2 3 S te` 14Pa C7 " EE t' / C Ag a r� . ' d •*a. 9 ;5,141ri' ,. ,' ,, p a i'�' ,, C 1.0 ; 0 " �.. y { 1 !q " TAP �"A d.'15 { �' I '`,.'w;Y'i ty ,b1AY� '.. 1 11 i7 r- , & t .: --- T a ` NFORMAT t N TM -, - - RADON CAB 5% S€ 00, i Nerds * N " ,., YAN ELECT, .5 I CAL I'D . �` AP I TAL IMPROVE . 80.00 1 A�,re 3434. AUOUSTIN D � , .. SF ER TAP �.. , _ . JAC IL`LE. 4 32207 CROSS CONNECTION 0 ,fit? Linen e : ERO€ : ' 71 Type R D : ? SEC H IMPACT FEE $0.0O t > "` a. „, u .,, CC^+ONST. SURCHARGE E ' $6 .00 , . 4 ,�, * Po ' ..„0„.„, a,, ..3,a;`m.. , ' 4 , 4,,,/ ',:-” .RmP a rz ;;W fi r NOTEs: t I NOTICE - ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE I CLEARED UP AND! HAULED AWAY BY EITHER CONTRACTOR OR OWNER " T FAILURE 1'C?'C�3Mi�LY WITH THE MECHANICS' LIEN LAW GIN ESUL T IN 1 THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROV MENTS." i ISSUED ACCORDING TO:APPRQVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW E [k °`" �,,,,, f�w 1 ATLANTIC BEACH BUILD' D r PART ENT I f4I"«if 01 ►`3ep Oat! 3 i By: iii iip ,, ". :,,e0 ° , , 7 — , 4 ,,, 46 ritD(51 11297 .. , .. �v, .. k ="� .. .,,u.. �...�. �. " '"tea �� ._ •Ma.; r�� ., 7439 ' P3944 DEPARTM AN O F BUU.D$NG CITY OP ATLTIC BEACH -._ PERMIT INFO I ATION - .. _ .. LOGATIOM N `ORM TION — 1. err it z�b r ; "7439 >. Address ; 9 .IMBERLY .COUR'T I Fa rr t Type: • 'PLUHBIN _ L N ` BEACH FLORID 3223' 1 - . r of W re: NEW LEGAL DESGRT C.s� sl r T ; W'' RAH Lo t 81. °k fl S ct -1:;;;--,-- on ; o d U SINGLE FAMILY To nship: RNG I e11., n s ; 1 . rode z 0 Subdivision: TIFFANY >> Y TIRE SEA. E ti'nt. d Value ; $ 0.00 impr v Cost ; $0 , 0 r Total Fe: :8888:0000 Amount " .- r O ' i ' , 8 1N G IN NEW SI NGLE FAMILY TiESIDENCE � ter. !«r •..:... .......,. G' '2 � " � . ,, o ,M «yr F . 'y 'apn�Mr �5+ A, ,,.. 7p ,E {� I 'h t N _ ...... .. ON � , � i7; �' it 7� �w`�Ci� 1 �li ��'�r.�'b. Na .w , P E M . IT $88,00 A.dd L' C WATER IM ?ACT FEE $0 00 'I�� H, FL?RIOA S SE �MPAT'FEE 0 00 n � GAS- - Im •I.R.E . $ ' , ' : • . .,.,7....:.'ill:::;!..,,,1:,"';::;!..,'4,ft,:,.!:.4.,.7,''.1i'''..;`,g;:..:..:•;:;".."I'i!t,';'''''.',A.:::,;7'. ,',.,'4';'::i1::5,.:,:,...,,,,,,,,,3;..„:::''''''''',' ' ..�. FORMATIf i . _�- RA ,? ' ON OAS - 5 S0 00 L H N PLUMB-11'4G C� A NT . S EW + I TAL IMPROVE . $O - 00 Addre ,. u RE . Y ... ..� .a _ SEWER �..,__..s '00 ,1A.C'KS. LLE. F` ORIDA 3 HYDRAULIC SHARE $0.00 L -n7 a - Type: ,0 "ROSS co IMPACT x_00, a SEA:, EI IMPACT FE CI 0 NOTES: ' ' l ''''' '' '' ' ',.:',' '., 1:. .' : ' * . ' , NOTICE -- ALL - CONCRETE FORMS AND FOOTINGS MUST BE INSP €CTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DA E OF ISSUE BUILDING MATERIAL, RUBBISHAND DEBRIS FROMTHIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE C LEARED UP AND HAULED AWAY BY EITHER CD OR OWNER "FAILURE TO O W ITH THE MECHANICS' LIEN LAW CAN RESULT IN !`[ TN�E PROP OWNER P F BUILDING IMPRO /E1‘ iIENTS1" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJT RE �� ' k ;�YR VIOLATION OF APPLIC PROVISLONS OF L ( tk1 V • T f I1� A BE ; CH BUILDING 0 7 RTM T • § $. .. . e elH << i,v, >PU° sxri <..aLm wL,„ i r ._ • a......9 _.Jf, DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer n JACKSONVILLE, FLORIDA JOB TITLE r1I / L ►c. geSir CALCULATED BY DATE 49+ JOB NO. 41 ) CHECKED BY DATE SUBJECT E�JI�s�T� ST'1tir rpt C� SKETCH NO. SCALE SH OF. • 11 to C 1 13' d ie1/4 t 1/.i 1\ VL'e. I a N). G..E', A1-1-14\01-1 4. ► c f. F"c. r\ t 1::meke cI 3 a DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA / / JOB TITLE x.1 N 1 G le - re6 s Meek. E CALCULATED BY GGr- DATE 3 ! ' �{ °) 4' �i C- JOB NO. 2 1 CHECKED BY DATE SUBJECT F-�1 Stt �n A b SKETCH NO. P� SCALE SH 2 OF g � 1 ' N j U1\41- 1Gig1J' f>e-- WE'UCpC I11-)GIEpk, pL1 kL1 ANIL,1,)ca And P-F E C-- Pwt /4.157711.-L AT /p ©I` 1M 13 Err - r, STr p Si0-1 A.1 • 1".• / Me- C7M i_ J p A)e 4.77 /-' „ 5.E'T'YtJ 0'71,1 � 1 •--.Cj d t^ r, 7,LOSG - ' Il &.l L. 5, r, r /1.., 6 Tv L� S :. Tie/ /6 L1r-1 /LP wI1yL V.l /c. c, /41E) / Go 7--/"1-‘• E / r'E ? • A " r - r•1 o n) Kl L. 6.Trt.+4 /nJ 6 / mo O n.� . 7 4e I &// rJ r) cc c� c� *7-0 /.' P� 5 App �J�SIST //J 7' /T LE7�l j`j A•D t.7 I T/O N n L / togra> IN ) b r+- 'r- ) /AC ST ce /A-6 • 4 t- P/Z1:1//pd0 4 V Fit= (2U /A-d hin PLO Ry1. 7 Li� T7t�° 73 i „Tv /5rs To 7 5 l'f' / AlV HE1'1,e7 6 /Ica/ BC ; /414 774GLt • • • 4 t DOLE J. KELLEY, JR., P.E. . . Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE - CALCULATED BY DATE ce-... °) -q/c>/a)4- JOB NO. 0 3 a 1 CHECKED BY DATE SUBJECT / 4'60 "pd ' p, pp f JO SKETCH NO. NO. SCALE SH OFJS_ 1 g■ R... o o r 5T1) C> T p, 7 - , ex)rro "-f rt./4 TE ( I 9rrt-L- A i Yz 6 tilePc.& Ak)e..#-Iola. a ikSb-rALL. .1 --- P_Are". IA/A4 - ' Fc- ' "l'aviA 4 s on- /4 1 pc. 56 kierALS t ti i■ tk 6. Eve sraP 'To pc4rd /- 10 Aloc-irtboc..-r c i hitg'itz . , . I 0 v46.081. P 32 0,6• E)4titers &Ia. i ilc,'' p‘..A1 J ) i ... , ' i ----- --.4,4•,- , 111% it e 3/4 • , ....,41---....................elpti...... i It yvioo t) $ as ri.;40r. t rft.4 41 61 0 %illik — / , . s issolis :r a Nip I i t 1 ■„,, ...,,,, A4tr t• t to. • i I, 1411101191,0:00,-('' - ...- ■ , . ------■ :''',\ " IS FLAricer47% ........., ----...... 1 41 _ 1111141ftiti ' _ _..........____ , --------....... 14A ii. ie (1, noo&fr 1 FL. A re , Tri) - yw '0 pt.. Po , ..... i 11 #447 , .in, Z p, 7: Forroni „rz,-)r- 1 PS / CPMMPA.) 0 ie 1 0 , e • -i------- - fi5( vorik5c2 -4." F4 f rk, kirsit-t- 1 L / , / & 1 : 1 TV7 / 4 167 -- 1 G- 5 i A4 / 4. /1/'1,_ '.. 4... T e_ .44.4) Ve420E Anki4A.. 7 41,4/$5 fl / riCer-,- 4 r S'T - 4 V4 V (,3e t re-orl-- - ror''''3 Pr: 7E, "4 p-igrair) i DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer !'� JACKSONVILLE, FLORIDA JOB TITLE � /Ail . l.. K e- h / le'AJL'c CALCULATED BY L-c-le- DATE 3110 / ' ' � . JOB NO. `, 3 7-14;2 7-14;2 CHECKED BY DATE SUBJECT Z - vi -��r JrnnI pp 4) C. SKETCH NO. SCALE SH OF g i i Lacs( -E op F LA - 1 1cr A f 3 . ...................____ e SENcrAis Ncpi-c2., o ENON 1 wc). I t R "� � 17 .vo ■t s'i`ts Ps I j . i . ; - i ; ; " //C STg c.. L 6 /M /G x1 G L. l p. . , TA /� J /Y l rt, rt/�i G C. !4 T E T "/' / (d4� y/ • ". G C- / 4 c. s © i,'FG?0! 4%` 3 2 � � c:, . 4 , 0 ✓E2 1Ai/NTHpLk S Filet 4.n el., ' "i''b . AT' ' Tt? ,G RiPP'L-e, I 1 i ' ' 1 I DOLE J. KELLEY, JR., P.E. Consultin Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE r4 1 I") 16\c' I.`61'T •r9 ( CALCULATED BY C- . - DATE 3/ JOB NO. a)3 "1`') CHECKED BY DATE SUBJECT 1~ e 4 1 e .S m F°[ , 1 n) 6 SKETCH NO. SCALE SH J" OF.. 4'►" G,aDen, Trwas Tip "De.ust.F" T. p Pr-arar , . ( *nut_ 2 ?bb or= 51••GO Me, oft- 5ar Ner't7K RsIISO e?gc►4 aim of evisuc . MObS i 41 i,Jrantor. lb %Per t F ADs+v 1 ' P Pe- Are" To svpp. *TUBS. • .• ,•last r .vw,.. . a I j ll g i P6 4 611bi"s l ' �!`� i n, G '�' Md�'i'A r .� 13cy � i�'4 GA fr IV r s j i 4 ItIIIIIIIIlIplIIIlt 7 j - -_ h. 1. • '-1..` - - ,. 1.. . . - .- 1 : I . 61•1:41,04 MINYA 3Co o, II lbw mwrAugz RTPA d.A S iS f. _...._ _........ _. . ® 32'0.0. _.... _..__...... �, moo - i 211.46 p s SI Hog 011111021. 1 1 I_ Z 5�L Ka�46b ' kr erAct4 de 6 lb M /J l cm U l , a�mem s.nt T__, ^__________________ -1 t DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE '".. 1 0 1 -t'- • RE''6ipe7J(-'Q CALCULATED BY CG IL DATE 3 1 1 6) 9 3 z JOB NO. CHECKED BY DATE SUBJECT " Re l SThATPI 0 • 4 . 2 SKETCH NO. SCALE SH CP OF f 208 ' ... 0 I ; • • , i 7.---1.-r t IN. g - . 1 1 di v it p I 1 . ili iv ! ' 'I : wi i : . , 1 - b i � J I ,. I T. x. q r 1/4it Z X il. 4 ? t 11 . I. a ! 8 ,� t aiPTE l ' I i, I , 1,, 1 ,.. , • r i . 1 ( . 1 d N 11 1 � �r ar.a _ I ►- 4. t , k I IL • j - 1. i , I I I I 1 smiummilowie i . i i , . , AT a� • 0 le a � i 11.-d1 L 1 t N . . . - ...,r tii Mt . i � 1 I r . 0 i DOLE J. KELLEY, JR., P.E. * Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE --3754 1.4 1 I 1 C V.... i....-".% .. '(7-7 k-V-C• CALCULATED BY _ \C.-- DATE 3 1 1 °1 0 + JOB NO. 1)3 CHECKED BY DATE SUBJECT 1. Se E=.1r7\ A 'Fop/ ■ SKETCH NO. SCALE SH g OF 13 1 , ......--.....-L....---. • "1".....111111.111.11 Ig a -. 1 li : ! i ..... ... 1.11111 1:,-; ......:-.:- , • II , I ,11 L..._.._ I__ , 1 • .._ ............ v r 0, _ _ . , ,., , v. . 4 4t ., n , ,,___,...„ L......... _......,. i --- .....2E imp 411 I „ -- NE .„.... .......7.-. i . us.....; _..._ __,_ _ _____ vs IMP 1:: ( 11 I I 1 I , 1 Alt) 111111 i 1411111 . I . ,....., ...._. ., - 1 1 1 ti k . Ili 41 A I L. X •.: 1 4 X V VI ! -411111 I g • i 14. D ili , ___/ a 11 : , $ I IM I 111 I I I 111 1 iv 4 .....__:.=_-_:::=- 4 ,1 4 r, l, . , H tP u QS ..• 4 ! , 1 . I NI a ,..........-...• I 2 61 . in 1 , I 1 I to c ‘ 1 1 , , 6 .. d ( ti t .., • 17-- 4 iil hi , It L 1.1 will 7 i 4- ID r r 2 Ii_-- A ; 6 I "It 11 . _ II I 1 ■ 1 . 11 111=1■11111 ma . , ••ja 11 DOLE J. KELLEY, JR., P.E. consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE CALCULATED BY � c•)/-41A l j C.--"•1 - _ 1' DATE 3 `I D1 +- JOB NO. ' 3 2%°) CHECKED BY DATE SUBJECT , S & _, Srit,q „J e, SKETCH NO. SCALE SH 8 OF S A. • ..` • • c 1 1 plc. siNgsaa C a 9_ es i r• S.e Mr of stoacipw ( ��4 I S4y�,a C.S15o ' . ��r Ugh* SThAr -nor .� •' . it C SIMrbart1 MfTAw Il�� i A�1D $p-ry� IJ Off' fair 1 ly II L �� t ± 'Rs4'AceN 834. © 32' .c 1111 • 4 / e . —_ - -__ — -_ 4 RHO i a �' i , _ . g ,, 11 1111111111110 1 \\ 7 11111 ... k ,..,.., .... , . - x1111 1 ■ M■ I a i III 11111 NM iii NN ..: \\ ••••-- iiill MIR ! ' ,_____. _ . r • - �_ #ii:!�n , li /ink IN7.16.1:11 • • ' . WWII ..,.................. ,........... 1 ,„,..... . . ...,..,, 2 MY 1 I , . % f t. Y Zr.,. glikriNsa cs%so Z Pd.s S.I. MerAtob Rte%so AT EqG14 GOt.t,M4 To girADen, Se } x „ r. e y `J\ I BUILDING AND ZONING INSPECTION DIVISION • CITY OF ATLANTIC BEACH • ' ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT -- CAWIN NUMBER 4 IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. . 1. ' ` 1 j \ t l,& I-I-- St Address: �� N. 1 7Y� � � ' I t (' �` • LOCATION — t �.V lc' ti ( ` '31 ('( C' { "�� , X `0 ( , E ,.? __L. K ?, OF intersecting Streets: Oefween ( And _ BUILDING { ( �__ Tit it_'____' � ,1 SYb•division —_. -.- - -- II. IDENTIFICATION — To be completed by all applicants . In consideretion of permit given for doing the work as described in the ebcve statement we hereby agree to pe•fe•m said wee. i- a::•se-ee with the attselled pleat end specifications which are a pert hereof and in accordance with the City of Jacksonvil'e ordinsoces s ^a s of good practice listed therein. Name el Mechanic.) Contractors Cenkach.r (Print) a I i I,r,,,..3 Master , �724•P! Name of Property Owner E �1„d,.f 1 3-, ti._, CC-� ( C.: _1 ` Yl x,. ?' Ugeethra of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION 1 A• Typo of heating fuel: B. IS OTHER CONSTRUCTION SEING DONE ON Electric THIS SUILOING OR SITE? (�� y` . t) ❑ Gee — (3 LP ❑ Natu ❑ Cannel Utility 1 / IF YES, GIVE NUMBER OF CONSTRUCTION ❑ OA . PERMIT 7 ?C) ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO, III INSTALLED NATURE OF WORK (Preeide complete list of components on bacl of this form) )4 Resldentiaf or f .1 Commercial (Y Nest ❑ Space ❑ ! Recessed 1 Centel 0 Floor New New Building Q Air Conddiowing: ❑ Boons y Control ❑ 'Existing Building , Duct System: Meter+el Tbic1� ❑ Replacement of existing system '” A New Installation (No system previously Installed) / Mesime w cepecily � t 't ' af,w. i l ol►tgerotrort ❑ Extension or add•on to existing system CI R " ❑ Other — Specify ❑ Coolie.' tower: Capscily Y•p .m• ❑ Firo sprsnklen: Number of heed 1 ❑ Efew$or ❑ Mashie el Escalator Inereber) THIS SPACE POE OFFICE USE ONLY I , ❑ Guogee pumps /Itemised . (Ramseieed1 ❑ Tank, (number) Renterks . ❑ LPG containers _(rwmber) ❑ Uafrred pressure vesser • Permit Approved by Dew ❑ Sam ❑ Other — Specify Permit Fes LIST ALL EQUIPMENT ADt CONDITIONING AND REFRIGERATION EQUIPMENT Number Delfts Description Model Number Manufacturer ) LY AAsssupproavf ng T 1 Cur)01, , 7 - ( I, ('l` — 7,C( ..LJ r i, f J 10, I Ccnot . - 1_ 1 0,C, c ) 36 � h-l-o 1-l<ti r y -m (- -- 1. . C j k - �_ ,, .- , , _ .. DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA // // JOB TITLE M Mk k G1= CALCULATED BY CG t DATE JOf��lQ.3 JOB NO. CHECKED BY DATE SUBJECT F /l S rO k./6 5 Porn /0! / 7 / SKETCH NO. SCALE SH S OF._._ • ••,. ' C,)` . ___.. __..__A __c u.„ , - g 5 id ello.4 .. _ _• ..-? • ' y • _ - _: 1. - ■�� % IIIInIUluluu�► 1� �.. �..... r • / r.. I :MI:aI:IJ�- LI'J kit' . I i.'M In" • L !is! t 1 iliumma amyl:, 14.1 1 :111111111111EN I IC 11 I i \ . • la MUM FL/44.6 GOWH �� `, �� C � 8�1� �F D A�N C �� W 4 - 5 � �I� �W 3 � lurluulniti ireimoti G n, , ¢3 rr FS A 1" A Q \ Y'"t _B , , .. __.--- —............-- a 1 152 ...-- A . Qn ►lArE ► N ,1 �j i1 IIUIIIIIIIIIWIIIIIIIWUIIfh 1I S et c: 4 w/ Fier --�. Is aeus � a � s , 3) 1"1 t.--, r �� ' - N V .4 e'4e.tI GEC.- ..- F , , . -.. � � � ._.�....._,.. `,�.... k a r �Ji�a�h ►tc.►aV rlu�j— III ` ' ? F►LLt1" CELL �'1' Fa pot, P.9..., iris to.! ' I • III ' t `- 'All t -- *5 /,1 c-44,p/ . g . . � �- CELI. , E�IT'I ... I�o ,r►a[r r rv ` _' ` Levle• of W A , >a'' CcK 1 01 2510 I II . . im'aii .1. 4 .....■ ... 1 0 MINIM. d: 10 NI M �•. w� w ww rw�wr II S ' '..Kili oicoL'ifll 1 _= :_�',_ ::_:_ k minii ?1S111Q1►; 2 7 �-- .r r MI 11111116.- - - r N..c ° I .6' 4v. w: 0 11. 41 . r ..••• . • .. FRO DOLE J KELLEY JR. P.E. Consulting Struc4ral Engineer , DATE 11/2/93 .IOS Na 93219 1646 Rogow Road Jerson is, R 32211 ATTENTwN:Lester Dominick (904)743 -4700 TO R!: Mr. Lester Dominick 319 Oceanwalk Drive North Atlantic Beach, FL 32233 • GENTLEMEN: ��qq��,,� WE ARE SENDING YOU UNATTACHED ❑ UNDER SEPARATE COVER VIA MAIL THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS ❑ COPY Of LETTER ❑, COPIES DATE OR NO DESCRIPTION REVISED NORTH ELEVATION WALL THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COMES FOR APPROVAL ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ AS REOUESTED ' ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW ANO COMMENT ❑ ❑ FOR BIDS DUE. 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: cr: Mr. Don Ford, Atlantic Beach Bldg. Dept. Louis Sabatier,'Architect IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. SIGNED : r ` Lk -0 I _ ( _, - a/i'W - )- - '--- 4 -Ca -=-- 46. tMl! n Building Department "` (,, v City of Atlantic Beach m 800 Seminole Road 1 1993 Atlantic Beach, FL 32233 -5445 ai E ig and Z ii n Oct. 1, 1993 Dear Messrs. Ford and Worley: This is to certify that plans for Mr. Dominic's residence at 93 Kimberly Court, Tiffany by the Sea, have been received by the Architectural Review Board, and they meet all the requirements set by the Covenants of Restrictions and Architectural Guidelines. Sincerely e . u � , I ,/,./ . J Sa a M. Mansouri 85 Nicole Lane • Atlantic Beach, FL 32233 • (904) 249 -3000 FAX (904) 249 -3004 CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address 3 A., mr 6 - .(e-- Ou ----- Date ''' 5' 3 Heated Square Footage __Y1.02?...A $ c2010 per sq ft = $7 56 (--) Garage/Shed q 52 @ $ / S' . e r sq ft = $ /23'5 Carport/Porch ( ? 5 @ $...1.2 sq ft = $ Deck 3 F2 _JI4C.@ $ , '. ao per sq ft = $ 3,,50/ Patio @ $ --- per sq ft = $ TOTAL .VALUATION: $ 9/ $ Total Valuation 1st $ Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ /o6 ° + 1/2 Filing Fee $ ( ) Fireplaces @ $15.00 $ BUILDING PERMIT FEE $ BUILDING PERMIT $ I 6 , q‘ ,- '') 16 '0 . WATER CONNECTION SEWER CONNECTION $ r WATER METER/TAP $ CAPITAL IMPROVEMENT $ 3-/3 (457yj RADON (HRS) .004 $ (/370 RADON (CAB) .0005 $ -79 SECTION H PAVING ( ) $ ..._ HYDRAULJC SHARES : OTHER ,76,7 .,)(--- GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp _;SwimmingPool. Septic Tank ; Well, Sign _Finish Floor Elevalion Survey ; Other _________ CALCULATIONS and/or NOTES: — --------- • � L U X U R Y H O M E S July 13, 1993 George Worley Building Department City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Re: Dominick Residence Dear George, Please find attached the following documents to be submitted to the Tree Board for the residence that we are ready to build for Mr. Lester Dominick on lot 15 in Tiffany by the Sea. 1. Tree removal application 2. Tree Survey 3. Foundation plan with Topo and layout of pool Please don't hesitate to call us if you need additional information or documents . Thank you for your help. Sincerely, Louis Sabatier President • 8130 1lavmeadows Circle West, Suite M Jacksonville, Florida 32256 • (904) 731 -0285 CITY HALL 1111 BCH TEL ,,, .2'-17 12_'1 jut 0,q5 1' > 1113.009 F'.O TREE IIEIMOVA1, APPLICATION ELECTION A - 11 I'P1,1CA'I'1ONS /MST 131; RECEIVED Icy NOON OF THE WED BEFORE THE MEET 1 N(3 ! NCSi)1► i 1, _________ Dominick 50 N. Laura St., Jacksonville, Fl 32202 (904) 356 -2490 ti o _ - Telephone 1. Lot 15 Tiffany By the Sea Location of Tree 1(emoval /Site Alteration uEC'CION R - ('1'v he cbmpl et:er_l by applicants Y whose property is zoned residential, includes an ehisting dwelling, and which is not presently owner-occupied) I. What changes 9 - are proposed to the above specified site? Clear and Grade 2. Wlrat is the purpose of these proposed changes? • Construction of a single family residence 1M 3. Specify trees proposed for, removal as follows: Tree Count __ -_ Hpeci e-• _..c . J _ _ 1 _ N(;'C) -- --( ;audition Oak 6" + 7" _,.__.,._ ...._ Good '_ Oak 30 _ 1 .—. Oak n - GGood_ 4 _ •Ghost __________ 1 _. Oak . .� . W i l l the trees he relocated on the same property? No • If n t, will replacement trees be planted? - -Sit e does not allow •. Specify o > Y 1 pr E o replacement: tree; as ((MOWS: Speci es ---- • Size(DI31I x HOT)- ..— - l ..— A t t ac)r site perm . (Not. e: 111 1 trees proposed for removal must be marked on site by recd tape i m flaggi.ng) • Y ) CITY ''HELL HTL BCH TEL Ho . 2 - ?i_t 1 6,93 13:25 No , 10' a P .03 • • :i1:CTIOH B - ()►l1 other. Applicants) • 1. Propet t.y Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) - Site topography, existing and proposed grades \ b),1 Existing and proposed structures Nc )! Location of all trees w /l)1311 of six inches or more : )i Tree species and ;sizes . - N e ) 'free.; to be rcmoved,should be clearly marked f) Trees to be relocated should be clearly marked fig) Location of any proposed replacement tr ,4es h) Identify trees of special or unique characteristic �1) Ideni.fy trees within 10 feet of construction areas _j) ;ihow location and type of tree protective barriers k) Location of utilities, accesses and easements mil) Location of vehicle travel corridors • t''JA m) Location of commercial sprinkler /irrigation systems 0 `' /a4 n) Landscape maintenance plan (commercial only) ' /A o) Staging areas for equipment and material storage 3, All trees identified for removal must be marked on site by re.ci flagging or tape. . SECTION C 1 aytee to comply with the rules and practices established in Chapter 23, Article I1 of the code of Ordinances of Atlantic Beach. _ _ ners - 9natibre Date "� ___' -- • - -- we gITX_PsEJNAY Applicant has complied with all provisions of chapter 23 and requirements of the Tree 'Conservation Board. Tree conservation Board Designee - -- bate � NOTE: "Tree Protection for Builders and Developers" is available at City Ball or from the Division of Forestry, 8719 West Beaver Street, Jackson FL 32220. (781- 1434) 1 • CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 3 BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) /9 / WATER CLOSET WATER CLOSET, TANK OPERATED (4)'/ VALVE OPERATED (8) BATHTUB /SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) 3 LAVATORY (1) 3 COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) / DISHWASHER (2) Z WASH SINK EACH SET OF / FAUCETS (2) r KITCHEN SINK (2) (4T,) 2. DENTAL LAVATORY (1) / KITCHEN SINK WITH WASTE 23 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) / LAVATORY, BARBER /BEAUTY / ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) 0 LAVATORY, SURGEONS (2) AO JACUZZI (2) O URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 3 S'' @ $20.00 EACH $ 0 O JOB INFORMATION C J 3 � :frfaTz Q L y (Q u2r CITY HALL ATL BCH TEL No . 24T' 1224 Au.gi 25,93 15:04 No .011 F .03 i�c ;yirkr r t,c cn x i'rxON ESTAIMISC 1 T Y OF P` . 1 3 11 993 Rol) SEMI oi.iti ROM at I 15 E31cch a Section 1 ATLANTIC b,:,wi1, FLORIDA .422M-5445 TELEPHONE (9D.) 247 -S+800 wilding and Zoning FAX (903) 247.5005 • iv Adiviuion: Tiffany by the ,Sea 1 r street fia'n 2 g, D CRIPTIOH QI WOt2K sr Address s _ _%_,tIpberlY,Caurt If in a FLOOD HAZARD '3.aod zones "$ nroa complete page 3. Brief Dastcripticins Si�}gl� ,k��j�y_9i�€ C1eae of Works Ngv /-Remodel /Addition Ugy 'OILING IHFORNATION Type of • Constructions.,,jLlacILEZamg Vining Propoaad •istrIcts Uses Eotimleted Value O xceptione or fiatorialslls Stucco •,-antes G ranted:_ N /A Solid or Fi.11nd Grounds Solid Hoots Conc Tilg OWN $R INFORMATION h thod of Renting: Heat Pump Property Ovners Lester Dominick - Phone' 356 ^2490 nsiillTlO • • Addroosr _aL.Nart]-Lauzra..Stteet.„ L 11 a„ Elo a.da- 32.2D2 • Zip: 32202 • CONTRACTOR INFORMATION Contractors Louis Sabatier Luxury Homes, Inc. Phbnes 731 -0285 Hailing Addrepas 8130 BaXmeadows Circle West suite 108 Jacksonville, Florida_ Zip: 32256 Expiration License Humber: CBC 040862 Dates .5131 L24 _. f Ht *tny CERTIFY THAT I HAVE READ AHG ERAMINEO TIIIn APPLICATION AND PROW THE SAME TO re TRUE AIm CORRECT. ALL PROVISIONS of tnt LAMS AND ORDINANCES OCR/ERRING THIS TYPE or worm: 'lit. rI r l ) CONPJ.TED Y ;TN, «HETNLR SPECIFIED HEREIN OR Nor, titr. ORANTINU C11 A PttfZY u0L�; NUT retf,url t„ I 1 GIVE AUTHORITY TO VIOLATE OR CANCEL TNC PROVISIONS OF ANY FEDERAL, STATE OR LOCAL r11.: [�,f R• REOULATION3, ORDIHANCP9, OR I.AM3 IN ANY MANNER, tnCI THE COVritUNrf OF Ct1H!TRuc:T1ON 010 Tr( PEAroRHANCd OF CONSTRUCTION or 1 t hf0JCCt. I 4Ilbt'1.'JTAHp THAT THE IstnJAHCE or Tills P181111 1. CPHTINOCNT UPON INC ABOVE INFORMATION BEINO TNUR AND connect' AND THAT THE 01 -AHS ANO 1tIPPURTIN•i r �1a DATA HAVE BEEN OR SHALL EC PROVXP D AS IMMURED. % ` • � .t. 1 Owner 5ipn4talrlr /V ' Qefc 6 / Contractor Sipnott __ �** ** ii:.4 , si-- - A. -ii..3 , 1.i t.- i‘:- ** - i. , : - - A - - i , : - i+: - it. * -.:, ic.°x� �*��• i• •'��**- * ***•;,:-* -* -0:•44. * ** .K.* ic:. * * * * * * * * * ' S \|MNER CALCULA7 :NS �***-itt****** * * * * ** * -X' * * * la:- x* * * •X- * •X * * *x�* * * 1 * ii.• i ',. A - •A - A - * - X - - - X - * * * * - K.* * 11:-* * * * * * * **.* * * * -** * === BASE === 1 -= AS-BUILT === ============================================`================================ : 1 EN AREA x BS PM = POINTS | TYPE SC UR';'.IN AREA x SPM x SOF - POINTS _____ . ____ ... _ ��_ __ ________ .......__________ ......__._ 124. 00 65.8 8159.2 1 DBL CLR ,. 12. 0 3d. 3 .72 330.5 | DBL CI R `i 80. 0 38. 3 . 30 2437. 8 | DBL CLR H 32.0 38.3 .88 1077.2 101.00 65.8 6645.8 1 DBL GI... r , 15.0 79.7 .98 1167.8 1 DBL CLR I. 20.0 79.7 .98 1561.9 | D81.... O-R . 66.0 79.7 .95 4984.0 97. 00 65. 8 6382. 6 } DBL CLR �' 40. 0 66. 2 . 96 2551.9 1 DBL CLR '� 15. 0 66. 2 .96 951.6 I DBL CLR \ 30.0 66.2 .93 1854.6 1 DBL CLR ' 12.0 66.2 .58 463.6 352. 00 65. 8 23161. 6 1 DBL CLR \i 60. 0 79. 7 . 44 2116.5 | DBL CLR i/ 40.0 79. 7 . 57 1817. 2 } DBL CLR 1. 54.0 79.7 .97 4154.4 1 DBL CLR i/ 24. 0 79.7 .90 1716. 1 } DBL CLR \} 60.0 79.7 .94 4503.8 I D8L CLR �. 74.0 79. 7 .94 5514.4 1 DBL CLR k 40.0 7 .35 1112.0 __ ___ ..■ x COND. FLOOR / T OTAL GLASS = ADJ. x GLA�.i� = ADJ GL 1 GLASS AREA AREA FACT08 POIri,S POINTS 1 POINTS '------------------------------------------- ----------------------- -- � 4,108.00 674.00 .914 44 `�9.20 40,545.96 I 38,315.16 == V GLASS---- \ AREA x BSPM = P 1 TYPE R---VALUE AREA x SPM = POINTS --- --------------------------------------- --------------- --------------- - LS--------------__ I -; 4110.0 .9 3699.0 1 Ext I'd or ‘1.n 5.0 1060.0 1.00 1060.0 } Ext Wood Framr 19.0 3050.0 .90 2745.0 } ]RS---------------- } � 60.0 6.1 366.0 1 Ext Insulated 60.0 4.10 246.0 | LLlNGS--- | 4108.0 .6 2464.8 1 Under 0ttic 30.0 3796.0 .60 2277.6 \ Under Attic 30.0 349.0 .60 209.4 | Und�r Attic 19.0 22.0 1.10 24.2 ! ]ORS--------------- | � 123.0 -37.0 -4551.0 I Slab-cn-Grade .0 123.0 -41.20 -5067.6 j 956.0 -4 . 0 -3814.4 | Rsd Wuod Adjace. 19.0 956.0 .40 382.4 | 7 ILTRATION --------- \ 4108.0 8. 32864.0 } Practice i';:`,2 4108. 0 8.0O 32864.0 , �� .'AL SUMMER POINTS 1 71,574.33 1 73,056.16 ======= rAL x SYSTEM = COOLING I TOTAL x CAP v nUCT x SYSTEM x CREDIT = COOLING 4 PTS MULT POINTS i COMPON RATIO 'iULT MULT MULT POINTS ------- ---- ------------------------------- -------- ---------------------- 1,574.33 .37 26,482.50 1 73,056.16 1.00 /'070 .280 1.000 21,887.63 ================ ========= ** 1NFlLTHA|lUN REDUCTION pHi-iG|1LE. C;ELXL1:6l. OMPONENTS SECTION REQUIREMENT FOR EACH PRACTICE =========== ' CHECK ======== RACTICE E1 606.1 COMPLY WITH ALL INe(LTRATION PRESCRIPTIVES. dndows 606.1 Maximum of 0.34 CFM oer linear foot of operable sash crack (includes sli..ing glass doors). ------------------------------------------- 4- --- xterior & 606.1 Maximum of 0.5 CFM |'er sq. ft. of door area: solid Ajacent Doors core, wood panel,ixsulated or glass doors only. _________ xterior Joints 606.1 To be caulked, gas| weather-stripped or other- Cracks wise sealed. ------------------------------------------ ' RACTICE g2 606.1 COMPLY WITH PRACTl[: g1 AND THE FOLLOWING: - -----------------------------------------� -------- -------------- xterior Walls 606.1 Top plate penetrati .',s sealed. Infiltration barrier Floors installed. Sole pl" joint caulked or sealed. __ xterior Walls 606.1 Penetrations, joint`' and cracks on interior surface Ceilings caulked, sealed or 'asketed. -�� uctWork 606.1 Ductwork in uncon6.H ioned space must be sealed. ireplaces 606.1 Equipped with outsi':e combustion air, doors and flue dampers. xhaust Fans 606.1 Equipped with dampe Combustion devices see 606.1.A.2. _________ ombustion 606.1 Be in unconditionee space (except direct vent), draw ppliances air from or/conditi. space, exhaust to outside. Cooking appliances .. hall be dampered and use intermittent ignite:-.yo * OTHER PRESCRIPTIVE MEASURES (most be met ..` exceeded by all residences.) ** -��'�`� ater Heaters 612.1 Comply with efficie..cy requirements in Table 6-12. Switch or clearly ^..rked circuit breaker (electric) or cutoff (gas) mosi be provided. External or built- in heat trap requi. ____ wimming Pools 612.1 Spas and heated po.`!s must have covers (except solar Spas heated). Non -commeriial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 ----------------- -------------------------------- hower Heads 612.1 Water flow must be .=stricted to no more than 3 gal- lons per minute at H0 PSIG. ________________. ��`�� VAC Duct 610.1 All duets, fittings mechanical equipment and plenum omstruction chambers shall be ^"•chanically attached, sealed, ins - nsulation & ulated and installe .. in accordance with the criteria nstallation of Section 610.1.A1,`'2 & 610.1.ABC.3. Duct in attics must be insulated t'` a minimum of R-6. Air handlers shall not be instal'e.d in attics unless in mechanical closet. . . ��`�� VAC Controls 607.1 Sepal- a t,. rea Jily a.` essib manual or automat thermos for eaci. =ystem _ _______________________________ osulation 604.1 Ceilings minimum k /9. Common Walls - Frame R-11 or 602.1 CBS 8-3 both sides. Common ceiling & floors R-11. ------------------------------------------ ---'-------- . _/ ***k*****"*******»*******�..»^x^«*�*x**�'',"^*~***�*************�v-~ - ^ . WINTER CALIAA LAl'ONS ************************** * * **x**a****u****�. ***»**************************** === BASE === | _= AS === ======================== ASS------ --------- / IEN AREA xBWPM=POINTS|TYPE SCO/ , lEN_AREA__x_WPM__x_WOF__= POINTS _ 124.00 -10.6 -1314.4 | DBL. CLR ' | 12 0 � 3 1 42 -12--- . , , 4.6 1 DBL. CL 80.0 7.3 1.30 70.1 1 DBL CLR || 32.0 7.3 1 18 2 DBL. CL - 101.00 -10.6 -1070.6 1 DBL. . 15.0 9.2 ^ 74 93 -1� '^4 } DM_ CLR [ 20.0 -9.2 .94 -17 1 D131._ CLR / 66.0 -9.2 84 -512 97.00 -10.6 -1028.2 ! DBL Cl... P. �. 40.0 -28.4 ^ 98 -111 1 DBL CLR l5. -28.4 .98 -418. 1 1 le CLR . 30.0 -28.4 .97. - -82-�.9 1 DBL CLR ' 1 2.0 -28.4 64 -21'^ 2 352.00 -10.6 -3731.2 1 DBL CLR . � 60.0 -9. - 395. 7 1 DBDU._ CI. R �� 40.0 -9.2 -.24 8E' 3 1 DBL. 1::::1...R i/ 54.0 -9.2 .90 -445. - 1 1 DBL CI ..R , 24.0 -9.2 .71 -157.4 } le) BL CLR .' 60.0 -9.2 .83 -457.2 1 DBL CI.. R i/ 7 4.0 - 9.2 .81 -551.4 1 DBL CLR 40.0 - 9.2 -1.13 415.8 _____ --- ___ 5 x COND. FLOOR / TO GL ASS = 00J. x EL 1,...,1, .... AD ,T GLASS 1 GLASS AREA A REA FACTOR POI: i7S POI 1 POINTS __________--- ___ 5 4,108.00 674.00 .914 - 7,/44.40 - 6,531.72 1 - 2,945.00 N GLASS------------ ! AREA x BWPM = POINTS 1 TYPE R-VALUE AREA x WPM = POINTS - - -- - -- �LS---------------- | t 4110.0 2.2 9042.0 1 Ext No rmWtBloc |; 1 r 5.0 1060.0 5.70 6042.0 1 [xt Wood Fram� 19.0 3050.0 2. 6710.0 | ORS---------------- \ t 60.0 12.3 738.0 1 Ext lr.sul 60.0 8.40 504.0 | ILINGS------------- } 4108.0 1.2 4929.6 1 Unde Attic 30. 3796.0 1.20 4555.2 1 Under Attic 30.0 349.0 1.20 418.8 1 Under Attic 19.0 22.0 2.00 44.0 ! OORS--------------- 1 b 123.0 8.9 1094.7 1 Slab ‘.`n'Gr .0 123.0 18.80 2312.4 d 956.0 1.0 917.8 1 F;!:.: {:.1 Uood Adjac,..t 19.0 956.0 2.20 2103.2 } FILTRATION--------- 1 4108.0 7.4 30399.2 1 P 'u ctice 'Le2 4108.0 7. 40 30399.2 TAL WINTER POINTS | 40 589 54 1 , . 50,1 .r AL_ x SYSTEM - HEATING 1 TOTAL x CAP x ' x SYSTEM x CREDIT - HEATING N PTS MULT POlNTS 1 COHPOM RATlO /1ULT MULT MULT POINTS ----------------------- ---'-------- ----- ------------ 0,589.54 .55 22,324.25 | 50,143.80 1.00 ''070 .448 1.000 24,036.93 • +***** **************k*******************�* ..**x»**************************** � WATER HEAT IN(. �***********.** * * * * ** ' /A:* * k �* X. X. *** * X.** **** ******* ***** === BASE === | -== AS -BUILT === ============== ===============_=== - =========^~================================ OF x MULT = TOTAL } TANK VOLUME E| TANK x MULT x CREDIT = TOTAL RNS } RATIO MUL '-------------------------------------------' -------------------------------- 3803.0 11 40 . �� 1 3591.3 1.00 10,798.0O �** ************************* *************** ***************************** SUMMARY **- it it is:. if:- -X.—X. �� :X h. X. -X • �• * * * * * * * * 14' 3 * * * * ** === BASE === | === AS-BUILT === }OLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL DNTS + POINTS + POINTS = POINTS | + POINTS + POINTS = POINTS _ _ �6482.5 22324.2 11409.0 60,215.75 | 218 24036.9 10798.0 56,722.56 *************^'* * EPI = 94.20 * ********* . �x '-'5Y GUIDE - � :Dr detailed information '� 'the`EPI rating number ^ for any ITEM listed, ' E.k your Builder for EPI= 94.2 :A Form 600A-93 ` Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------- '-------- - le maximum allowable EPI is 100. The lower t}.. EPI the more efficient the home RESIDENTIAL ENERGY PERFORM/'.NCE RATING SHEET ITEM HOME VALUE L'. Efficiency High Efficiency [NDOWS,,,,,,,, Double Cl S INGL CLR DBL TINT ~,..,. ear |-- -----------X--- ---s| JSULATION R-10 Ceiling R-Value 29. | R-30 -------------------X- R-0 Wall R 15.4 |-- R-7 ___--------------- R-0 Floor R }-----------------X-- :R CONDITIONER . .•.0 SEER 17.0 SEER/EER...........~..... ^ . 12 0 | X ^ _--_ _______________I 9.7 EER 16.0 L'ATING SYSTEM 8.8 HSPF 12.0 Electric COP/HSPF „. 7.6 | X ^ -__ _________________I 0.78 AFUE 0.90 Gas AFUE............ 0.00 } ^ _-___- _____________I ITER HEATER 0^88 O 96 . - Electric EF....~ 0.93 i X ^ _____-__-__ ________1 0.54 0 90 Gas EF ' 0 00 I. ^ ^ ---------------------} 0.40 0 80 Solar EF ^ , }--------- --------___| HER FEATURES............... .......................... certify that these energy saving features ,'..uired for the Florida •Iergy Code have been installed in this house. Builder de Id ress: Sigr/atu, Date.Vi/9 . -�p~ �� - ty/Zip -�- _.~ . .orida Energy Code for Building Construction 1993 orida Department of Community Affairs FL-EPL CARD93 1 029 o "/N 301 RIGHT -J SHORT FORM 8 -6 -93 Job C: DOMZ2 Htg Clg Fc.r: SURFSIDE Outside db 32 94 - Inside db 70 75 - FL - Design TD 38 19 - Daily Range - M Inside Humid. - 50 By: AIR FLOW DESIGNS Grains Water - 49 5616 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 Const. Quality a 904 398 -0831 C of Fireplaces 2 HEATING EQUIPMENT COOLING EQUIPMENT Make INTERTHERM Make INTERTHERM Model Model Type HEAT PUMP Type Efficiency / HSPF 7.6 COP /EER /SEER 12.0 Heating Input 0 Btuh Sensible Coaling 25200 Btuh Heating Output 0 Btuh Latent Cooling 10800 Btuh Heating Temp Rise 0 Deg F Total Cooling 36000 Btuh Actual Heating Fan 1400 CFM Actual Cooling Fan 1400 CFM Htg Air Flow Factor 0.045 CFM/Btuh Clg Air Flow Factor 0.071 CFM /Btuh Space Thermostat HEAT /COOL Load Sensible Heat Ratio 80 ROOM NAME 1 AREA i HTG 1 CLG 1 HTG 1 CLG t SQ.FT. 1 BTUH 1 BTUH 1 CFM 1 CFM WIC 1 0 1 1305 1 961 1 58 1 68 MASTER I 0 1 9851 1 6412 1 441 1 453 MABA i 0 1 6855 1 4249 1 307 1 300 BED2 t 0 1 5357 1 3185 1 240 1 225 BA3 1 0 1 646 1 449 1 29 1 32 BED 3 1 0 1 3232 1 1982 1 145 1 140 LAUNDRY 1 0 1 401 1 354 1 18 1 25 STAIRS 1 0 1 3637 1 2208 1 163 1 156 Entire House 1 0 1 31284 1 19800 1 1400 1 1400 Ventilation Air 1 1 15508 1 2592 1 Equip. @ 1.00 RSM 1 1 1 22391 1 1 • Latent Cooling 1 1 t 9167 1 1 TOTALS 1 0 1 46792 1 31559 I 1400 1 1400 1 MANUAL J: 7th Ed. RIGHT -J: V1.67 '29 Job £: DOMZ2 029 Zone: 8 -6 -93 MANUAL J: 7th Ed. - - -- RIGHT- -J: 1.707 - - -- S/N 301 - -- Page 1 - - -- , 1 11 Narne of Room 1 Entire House 1 WIC . 1 21' Running Ft. Exposed Wall 1 170.0 Ft. 1 29.0 Ft. 1 1 31 Room Dimensions, Ft . 1 1 0. 0 x 0. 0 Ft. 1 41 Ceiings,Ft 1 Condit. Option! 10.0 1 1 10.0 1 heat /cool 1 1 •- 1 1 TYPE OF 1 1CST1 HTM 1 Area 1 Btuh 1 Area 1 Btuh EXPOSURE 1 INO.IHtg IClg 11_engthl Htg 1 Clg (Length! Htg 1 Clg 1 1 51 Gross I a 1 14B 1 5.51 2.21 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 1 1 Exposed I b 112C I 3.41 2.01 17001 **** 1 * * ** t 2901 * * ** 1 * * ** ! I I Walls and lc112H1 2.31 1.41 01 * * ** 1 * * ** 1 01 * * ** ! * * ** 1 , I I Partitions 1dI13C1 1.41 1.31 01 * * ** 1 * * ** t 01 * * ** ! * * ** 1 ! 1 lel 1 0.01 0.01 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 I I Ifl 1 0.01 0.01 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 t 61 Windows lal 3C127.61 ** 1 2151 59231 * * ** 1 01 01 * * ** 1 I I & Glass t b l 80127.61 ** 1 01 01 * * ** 1 01 01 * * ** 1 ! I Doors Htg. IcI 91128.71 ** 1 201 5731 * * ** 1 01 01 * * ** t 1 I Idt 71133.31 ** 1 01 01 * * ** 1 01 01 * * ** t l 1 l e l 1 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 1 I f l 1 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 1 1 1 1 71 Windows 1 North 116.01 321 * * ** I 5121 01 * * ** 1 01 I t & Glass 1 NE &NW 1 0.01 01 * * ** 1 01 01 * * ** 1 01 1 I Doors Clg. 1 E &W 140.01 1911 * * ** 1 76401 01 * * ** 1 01 1 1 1 SE &SW 1 0.01 01 * * ** 1 01 01 * * ** 1 01 I t 1 South 123.01 121 * * ** t 2761 01 * * ** 1 01 t I 1 Horz 1 0.01 01 * * ** 1 01 01 * * ** ! 01 1 __ 1 1 1 81 Othr doors I a l 10D 1 17.51 1Q. 41 01 01 01 01 01 01 ! I Ib111C117.9110.61 01 01 01 01 01 01 1 -- 1 1 ! 91 Net la114B1 5.51 2.21 01 01 01 0J 01 01 1 1 Exposed 1b112C1 3.41 2.01 1 4651 50101 29801 2901 9921 5901 1 I Walls and Ict12H1 2.31 1.41 01 01 01 01 01 01 ! 1 Partitions 1 d 1 13C 1 1.41 1.31 01 01 01 01 01 01 I 1 lel 1 0.01 0.01 01 01 01 01 01 01 I 1 If) 1 0.01 0.01 01 01 01 01 01 01 ! 1 1 1 1 101 Ceilings Ia116D1 2.01 2.31 01 01 01 01 01 01 I 1 1b11661 1.31 1.41 18491 23191 26241 2001 2511 2841 I 1 Ic118C1 2.61 2.01 01 01 01 01 01 01 1 .1 1 _._. 1 1 1 111 Floors 1a122A130.81 0.01 01 01 01 01 01 01 I 1 1b120G1 2.71 1.11 1781 4801 1871 01 01 01 1 1 Icl 1 0.01 0.01 01 01 01 01 01 01 I 1 1 1 1121 Infiltration a 165.9111.01 2351 154891 25811 01 01 01 1 1 1 1 113ISubtot Btuh Loss =6 +8.. +11 +121 * * ** 1 297941 * * ** 1 * * ** 1 12431 * * ** 1 1141 Duct Btuh Loss 1 5%1 14901 * * ** 1 5%1 621 * * ** 1 1151 Total Btuh Loss = 13 +14 1 * * ** 1 312841 * * ** 1 * * ** 1 13051 * * ** 1 1 -• 1 1 1 1161 Int. Gains: People @ 3001 41 * * ** 1 12001 01 * * ** 1 01 1 1 APpl. @ 12001 01 * * ** 1 01 01 * * ** 1 01 1171 Subtot RSH Gain =7 +8.. +12+161 * * ** 1 * * ** t 180001 * * ** 1 * * ** 1 8741 1 181 Duct Btuh Gain 1 10%1 * * ** 1 18001 10%1 * * ** 1 871 1191 Total RSH Gain = 17 +18 1 * * ** 1 * * ** 1 198001 * * ** 1 * * ** 1 9611 1201 CFM Air Required 1 * * ** 1 14001 14001 * * ** 1 581 681 - -- Printout certified by ACCA to meet all req u i rernent s of Manual Form J -- Job E: DOMZ2 Zone: 8 -6 -93 MANUAL J: 7th Ed. - - -- RIGHT -J: 1.707 - - -- S/N 301 - -- Page 2 - - -- I 11 Name of Room 1 MASTER 1 MAPA f 2i Running Ft. Exposed Wall 1 33.0 Ft. 1 19.0 Ft. I 31 Roorn Dimensions, Ft. 1 0.0 x 0.0 Ft. 1 0.0 x 0.0 Ft. 1 41 Ceiings,Ft 1 Condit. Option! 10.0 1 heat /coal 1 10.0 1 heat /cool TYPE OF 1 ICST1 HTM 1 Area 1 Btuh 1 Area 1 Btuh EXPOSURE 1 INO.IHtg IClg !Length' Htg 1 Clg (Length! Htg 1 Clg 1 51 Gross Ia114B1 5.51 2.21 01 * * ** I * * ** 1 01 * * ** 1 * * ** 1 1 I Exposed 1b112C1 3.41 2.01 3301 * * ** 1 * * ** 1 1901 * * ** 1 * * ** 1 I 1 Walis and 1c112Hl 2.31 1.41 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 , I 1 Partitions Id113C1 1.41 1.31 01 * * ** 1 * * ** 1 0! * * ** 1 * * ** 1 I I lel 1 0.01 0.01 01 * * ** 1 * * ** I 01 * * ** 1 * * ** 1 I 1 Ifl 1 0.01 0.01 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 1 1 1 1 1 61 Windows lal 3C127.61 ** 1 661 18181 * * ** 1 601 16531 * * ** 1 I 1 & Glass Ibl 80127.61 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 1 Doors Htg. 1cl 9I128.71 ** 1 201 5731 * * ** 1 01 01 * * ** 1 ! 1 Idl 7I133.31 ** 1 01 01 * * ** 1 01 01 * * ** I I ! lel 1 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 I I Ifl 1 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 71 Windows 1 North 116.01 01 * * ** 1 01 01 * * ** 1 01 1 I & Glass 1 NE &NW 1 0.01 01 * * ** 1 01 01 * * ** 1 01 1 1 Doors C1 g. 1 E &W 140.01 741 * * ** E 29601 601 * * ** 1 24001 ! 1 1 SE &SW 1 0.01 01 * * ** 1 01 01 * * ** 1 01 1 ! 1 South 123.01 121 * * ** 1 2761 01 * * ** 1 01 1 1 ! Horz 1 0.01 01 * * ** 1 01 01 * * ** 1 0E 1 1 1 1 1 81 Othr doors lallOD117.5110.41 01 01 01 01 01 01 1 1 Ib111C117.9110.61 01 01 01 01 01 01 1 1 1 1 1 91 Net Ia114B1 5.51 2.21 0E 0E 01 01 01 01 1 1 Exposed 1b112C1 3.41 2.01 2441 8341 4961 1301 4451 2641 ! ! Walis and lc112H1 2.31 1.41 01 01 01 01 01 01 I 1 Partitions 1dI13C1 1.41 1.31 01 01 01 01 01 01 1 I lel 1 0.01 0.01 01 01 01 01 01 01 1 1 1f1 1 0.01 0.01 01 01 01 01 01 01 1 1 1 1 1 101 Ceilings Iall6D1 2.01 2.31 01 01 01 01 01 01 E I 1b116G1 1.31 1.41 3891 4881 5521 3801 4771 5391 I I 1c118C1 2.61 2.01 01 01 01 01 01 01 1 -- 1 1 1 11 1 Floors 1 a 122A 1 30.81 0.01 01 01 01 01 01 01 1 ! 1b120G1 2.71 1.11 01 01 01 01 01 01 1 1 Icl 1 0.01 0.01 01 01 01 01 01 01 T 1 ... .... 1 1 1121 Infiltration a 165.9111.01 861 56681 9451 601 39551 6591 1 1 1 1131Subtot Btuh Lass =6 +8.. +11 +121 * * ** 1 93821 * * ** 1 * * ** 1 65291 * * ** 1 1141 Duct Btuh Loss 1 5%1 4691 * * ** 1 5%1 3261 * * ** 1 115E Total Btuh Lass = 13 +14 1 * * ** 1 98511 * * ** 1 * * ** 1 68551 * * ** 1 I 1 1 1161 Int. Gains: People @ 3001 21 * * ** 1 6001 01 * * ** 1 01 1 1 Appl. @ 12001 01 * * ** 1 01 01 * * ** f 01 1171 Subtot RSH Gain =7 +8„ +12 +161 * * ** 1 * * ** 1 58291 * * ** 1 * * ** 1 38631 1181 Duct Btuh Gain 1 10%1 * * ** 1 5831 10%1 * * ** 1 3861 1191 Total RSH Gain = 17 +18 1 * * ** 1 * * ** 1 64121 * * ** 1 * * ** 1 4249 1201 CFM Air Required 1 * * ** 1 4411 4531 * * ** 1 3071 3001 - -- Printout certified by ACCA to meet all requirements of Manual Form J -- Job C: DOMZ2 Zone: 8 -6 -93 MANUAL J: 7th Ed. - - -- RIGHT -J: 1.707 - - -- S/N 301 - -- Page 3 - -- 1 11 Name of Rc.orn 1 E+ED2 1 HA3 1 21' Running Ft. Exposed Wall 1 30.0 Ft. I 10.0 Ft. 1 31 Room Dimensions, Ft. 1 0.0 x 0.0 Ft. 1 0.0 x 0.0 Ft. t 41 Ceiings,Ft 1 Condit. Optionl 10.0 1 heat /cool 1 10.0 1 heat /cool I TYPE OF 1 ICSTI HTM 1 Area 1 Btuh 1 Area 1 Btuh EXPOSURE 1 INO.IHtg IC1g ILengthl Htg 1 Clg (Length! Htg 1 Clg 1 51 Gross IaIl4B1 5.51 2.21 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** I 1 1 Exposed Ib112C1 3.41 2.01 3001 * * ** 1 * * ** 1 1001 * * ** 1 * * ** 1 1 1 Walls and Ic112H1 2.31 1.41 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 , t 1 Partitions Id113C1 1.41 1.31 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 I 1 lel 1 0.01 0.01 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 1 1 !fl 1 0.01 0.01 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 1 61 Windows !al 3C127.61 ** 1 401 11021 * * ** 1 01 01 * * ** 1 1 1 & Glass 1bI 80127.61 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 1 Doors Htg. Icl 91128.71 ** 1 01 01 * * ** 1 01 01 * * ** 1 ! 1 Id! 71133.31 ** 1 01 01 * * ** 1 01 01 * * ** 1 I 1 lel 1 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 1 If' I 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 t 71 Windows 1 North 116.01 161 * * ** I 2561 01 * * ** 1 01 I 1 & Glass 1 NE &NW 1 0.01 01 * * ** 1 01 01 * * ** 1 01 ! 1 Doors Clg. 1 E &W 140.01 241 * * ** 1 9601 01 * * ** 1 01 1 I 1 SE &SW 1 0.01 01 * * ** 1 01 01 * * ** 1 01 I 1 1 South 123.01 01 * * ** 1 01 01 * * ** 1 01 I 1 1 Harz t 0.01 01 * * ** 1 01 01 * * ** 1 01 ! I _. 1 1 1 81 Othr dooms tail0D117.5110.4I 01 01 01 01 01 01 I 1 IbI11C117.9110.61 01 01 01 01 01 01 1 1 1 1 I 91 Net I a i l 4P 1 5.51 2.21 01 01 01 0J 01 01 1 1 Exposed 1b112C1 3.41 2.01 2601 8891 5291 1001 3421 2031 I 1 Walls and Ic112H1 2.31 1.41 01 01 01 01 01 01 I 1 Partitions 1d113C1 1.41 1.31 01 01 01 01 01 01 I 1 lel 1 0.01 0.01 01 01 01 01 01 01 t 1 If) 1 0.01 0.01 01 01 01 01 01 01 1 1 1 1 1 101 Ceilings lall6D1 2.01 2.31 01 01 01 01 01 01 I 1 1b116G1 1.31 1.41 2431 3051 3451 1061 1331 1501 1 1 1c118C1 2.61 2.01 01 01 01 01 01 01 1 _._. 1 I 1 111 Floors 1a122A130.81 0.01 01 01 01 01 01 01 I 1 1b12061 2.71 1.11 631 1701 661 521 1401 551 1 1 Icl 1 0.01 0.01 01 01 01 01 01 01 T I 1 1 1121 Infiltration a 165.9111.01 401 26361 4391 01 01 01 I 1 1 1 1131Subtot Btuh Loss =6 +8.. +11 +121 * * ** 1 51021 * * ** I * * ** 1 6151 * * ** 1 1141 Duct Btuh Loss 1 5%1 2551 * * ** ! 5.1 311 * * ** 1 1151 Total Btuh Loss = 13 +14 1 * * ** 1 53571 * * ** 1 * * ** 1 6461 * * ** I 1 1 1 1 1161 Int. Gains: People @ 3001 11 * * ** 1 3001 01 * * ** 1 01 1 1 Appl. @ 12001 0! * * ** 1 01 01 * * ** 1 01 1171 Subtot RSH Gain =7 +8.. +12 +161 * * ** 1 * * ** 1 28951 * * ** 1 * * ** I 4081 1181 Duct Btuh Gain 1 10%l * * ** 1 2901 10%1 * * ** 1 411 1191 Total RSH Gain = 17 +18 1 * * ** ! * * ** ! 31851 * * ** 1 * * ** 1 4491 1201 CFM Air Required 1 * * ** t 2401 2251 * * ** 1 291 321 - -- Printout certified by ACCA to rneet all req u i rernent s of Manual Form J -- Job £: DOMZ2 Zane: 8 -6 -93 MANUAL J: 7th Ed. - - -- RIGHT-J: 1. 707 -• - -- S/N 301 --- Page 4 - ' t 11 Name of Room 1 BED 3 1 LAUNDRY - - 1 21' Running Ft. Exposed Wall 1 34.0 Ft. 1 6.0 Ft. 1 31 Room Dimensions, Ft . 1 0. 0 x 0.0 Ft. 1 0.0 x 0. 0 Ft. 1 41 Ceiings,Ft 1 Condit. Option) 10.0 1 heat /cool 1 10.0 1 heat /cool TYPE OF 1 ICSTI HTM 1 Area I Btuh 1 Area 1 Btuh EXPOSURE 1 INO.IHtg ICIg 'Length) Htg 1 Clg ILengthl Htg 1 Clg 1 1 i 1 51 Gross Ia114B1 5.51 2.21 01 * * ** I * * ** 1 01 * * ** I * * ** 1 1 1 Exposed Ib112C1 3.41 2.01 3401 * * ** 1 * * ** 1 601 * * ** 1 * * ** { 1 1 Walls and Ic112H1 2.31 1.41 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 1 ! Partitions Id113C1 1.41 1.31 01 * * ** 1 * * ** ! 01 * * ** 1 * * ** 1 1 1 lel 1 0.01 0.01 01 * * ** 1 * * ** 1 01 * * ** 1 * * ** 1 ! I Ifl 1 0.01 0.01 01 * * ** ! * * ** 1 01 * * ** 1 * * ** 1 I I ! 1 61 Windows lal 3C127.61 ** 1 161 4411 * * ** 1 01 01 * * ** 1 1 1 & Glass Ibl 80127.61 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 1 Doors Htg. Icl 91128.71 ** 1 01 0) * * ** 1 01 01 * * ** 1 1 1 1d1 71133.31 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 1 lel 1 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 I 1 If 1 1 0.01 ** 1 01 01 * * ** 1 01 01 * * ** 1 1 71 Windows 1 North 116.01 161 * * ** 1 2561 01 * * ** I 01 1 1 & Glass 1 NE &NW 1 0.01 01 * * ** 1 01 01 * * ** I 01 1 1 Doors Clg. 1 E &W 140.01 01 * * ** 1 01 01 * * ** 1 01 t 1 1 SE &SW I 0.01 01 **** 1 01 01 * * ** 1 0) 1 1 1 South 123.01 01 * * ** { 01 01 * * ** 1 01 1 1 Horz 1 0.01 01 * * ** 1 01 01 * * ** 1 01 1 1 -- -_. 1 1 I 81 Othr doors lal 10D1 17.5) 10.41 0) 01 01 01 01 0) I I Ib111C117.9110.61 01 01 01 01 01 01 1 1 -- 1 1 t 91 Net lall4B1 5.51 2.21 01 01 01 0V 01 01 1 1 Exposed 1b112C1 3.41 2.01 3241 11081 6591 601 2051 1221 t I Walls and IcI12H1 2.31 1.41 01 01 01 01 01 01 1 I Partitions Id113C1 1.41 1.31 01 01 01 01 01 01 I I lel 1 0.01 0.01 01 01 01 01 01 01 1 1 1f1 1 0.01 0.01 01 01 01 01 01 01 1 I 1 1 1 101 Ceilings lal l6D1 2.01 2.31 01 01 01 01 01 01 ! I Ib116G1 1.31 1.41 2431 3051 3451 1411 1771 2001 1 1 Ic118C1 2.61 2.01 01 01 01 01 01 01 l 1 I 1 1 111 Floors la122A130.81 0.01 01 01 01 01 01 0) ! 1 1b120G1 2.71 1.11 631 1701 661 01 01 01 1 1 Icl I 0.01 0.01 01 01 01 01 01 01 1 1 ! 1121 Infiltration a 165.9111.01 161 10551 1761 01 01 01 1 1 _, 1 113ISubtot Btuh Loss= 6 +8.. +11 +121 * * ** 1 30781 * * ** 1 * * ** I 3821 * * ** 1 1141 Duct Btuh Loss 1 5%1 1541 * * ** 1 5%1 191 * * ** 1 1151 Total Btuh Loss = 13 +14 1 * * ** ! 32321 * * ** 1 * * ** 1 4011 * * ** ! 1 1 --• - -• 1 1161 Int. Gains: People @ 3001 11 * * ** 1 3001 01 * * ** 1 01 1 1 Appl. @ 1200) 01 * * ** 1 01 01 * * ** 1 01 1171 Subtat RSH Gain =7 +8.. +12 +16) * * ** { * * ** 1 18021 * * ** 1 * * ** 1 322! 1181 Duct Btuh Gain 1 10%1 * * ** 1 1801 10%1 * * ** I 321 1191 Total RSH Gain = 17 +18 1 * * ** 1 * * ** 1 19821 * * ** I * * ** 1 3541 1201 CFM Air Required I * * ** 1 1451 140! * * ** 1 181 251 - -- Printout certified by ACCA to meet all requirements of Manual Forrn J -- . Job C: DOMZ2 Zone: 8 -6 -93 ___ _ ___ MANUAL J: 7th Ed. - -- 3 - RIGN�T -J. 1.707 - S/N aC►1 -- - Page 5 _ Y 1 Narne of Roorn 1 STAIRS 1 I l a 21 Running Ft. Exposed Wall 1 9.0 Ft. 1 Ft. 1 3) Room Dimensions, Ft. 1 0.0 x 0.0 Ft. 1 x Ft. 1 41 Ceiings,Ft 1 Condit. Option) 10.0 1 heat /cool 1 1 I TYPE OF 1 )CST( HTM 1 Area 1 Btuh 1 Area 1 Btuh EXPOSURE 1 INO.)Htg Wig (Length! Htg 1 Clg 1Length! Htg 1 Clg 1 51 Gross )aIl4B1 5.51 2.21 01 * * ** 1 * * ** 1 1 * * ** 1 * * ** 1 1 Exposed 1b112C1 3.41 2.01 901 * * ** ! * * ** 1 1 * * ** 1 * * ** 1 ! 1 Walls and 1c112H) 2.31 1.41 0) * * ** 1 * * ** 1 1 * * ** 1 * * ** 1 ! 1 Partitions Idl13CI 1.41 1.31 0) * * ** 1 * * ** 1 1 * * ** 1 * * ** 1 1 1 1 e 1 1 0.01 0.01 01 * * ** 1 * * ** 1 1 * * ** ! * * ** 1 1 1 Ifl 1 0.01 0.01 01 * * ** 1 * * ** 1 1 * * ** 1 * * ** 1 1 1 1 1 1 61 Windows lal 3C127.6) ** 1 331 9091 * * ** 1 1 I * * ** 1 I 1 & Glass Ibl 80127.61 ** 1 01 01 * * ** 1 1 1 * * ** 1 I 1 Doors Htg. 1cl 9I128.71 ** 1 01 01 * * ** 1 1 1 * * ** 1 I 1 Id! 71 133.31 ** 1 01 01 * * ** 1 1 1 * * ** 1 1 1 lel 1 0.01 ** 1 01 01 * * ** 1 ! 1 * * ** 1 1 1 f 1 1 0.01 ** 1 01 01 * * ** ) 1 1 * * ** I 1 71 Windows 1 North 116.01 01 * * ** 1 01 1 * * ** 1 ! I 1 & Glass 1 NE &NW 1 0.01 01 * * ** 1 01 1 * * ** 1 ! I 1 Doors Clg. 1 E &W 140.01 331 * * ** 1 13201 1 * * ** 1 ! 1 1 1 SE &SW 1 0.01 01 * * ** 1 01 1 * * ** 1 1 1 1 1 South 123.01 01 * * ** 1 01 1 * * ** 1 t 1 1 1 Horz 1 0.01 01 * * ** 1 01 1 * * ** 1 1 1 1 1 ! 81 Othr doors I a 11GD 1 17.51 10.41 01 01 01 1 1 t 1 1 1b111C117.9110.61 01 01 01 1 1 ! I 1- 1 1 1 91 Net Iall4B1 5.51 2.21 01 01 01 1 1 1 I 1 Exposed 1b112C1 3.41 2.01 571 1951 1161 1 1 1 l 1 Walls and 1c112H1 2.31 1.41 01 01 01 1 1 ! I 1 Partitions Id113C1 1.41 1.31 01 01 01 1 1 ! 1 1 lel 1 0.01 0.01 01 01 01 1 1 I 1 1 1f1 1 0.01 0.01 01 01 01 1 1 I 1 1 1 1 101 Ceilings lail6Dl 2.01 2.31 01 01 01 1 1 1 I 1 1b11681 1.31 1.41 1471 1841 2091 1 1 ! 1 1 1c118C1 2.61 2.01 01 01 01 1 1 1 1 1 1 1 111 Floors I a 122A 130. 8 I 0.01 01 01 01 I 1 1 1 1 1b120G1 2.71 1.11 01 01 01 1 1 1 I 1 Id l 1 0.01 0.01 01 01 01 1 1 1 1 1 1 1121 Infiltration a 165.9111.01 331 21751 3621 1 1 1 1 1 _. 1 1 1131Subtot Btuh Loss =6 +8.. +11 +121 * * ** 1 34631 * * ** 1 * * ** 1 I * * ** 1 1141 Duct Btuh Loss 1 5%1 1731 * * ** 1 %l 1 * * ** 1 1151 Total Btuh Loss = 13 +14 1 * * ** 1 36371 * * ** 1 * * ** I 1 * * ** 1 1 1 -- 1 1 1161 Int. Gains: People @ 3001 01 * * ** 1 01 1 * * ** 1 1 1 1 Appl. @ 12001 01 * * ** 1 01 1 * * ** 1 1 1171 Subtot RSH Gain =7 +8.. +12 +161 * * ** 1 * * ** 1 20071 * * ** 1 * * ** 1 ) 1181 Duct Btuh Gain 1 10%1 * * ** 1 2011 %I * * ** 1 1 1191 Total RSH Gain = 17 +18 1 * * ** 1 * * ** 1 22081 * * ** 1 * * ** 1 t 1201 CFM Air Required 1 * * ** 1 1631 1561 * * ** 1 1 I - -- Printout certified by ACCA to meet all requirements of Manual Form J -- PINMNCIM.1111I IIII 11 r.11NI 11olicc of Commencement rrrrrn• IN ollpIIt MlI To whom It mey concern: The undersigned hereby Informs lint imp, nvetnenle will be made to cerinln rent properly, end In ercotdnnce with section 713.13 of the Ilorldn Slelules, the following hlfotmntlon Is staled In tits NOTICE OF COMMENCEMENT. Ueecrlptloll of properly Lot 15 Tiffany by the Sea as recorded in Plat Book 46 __pages and 94A of the current publig _.r.ecQrcis_ Qf_- 1 )1>L41._Cp_unty, Florida. Uenernl description of Improvements __.ra?n_g1e _Fs ml1y. HQtie owner __Le ter _J10 Mimic k Address ___5Q._Nszxxh_Laux. __Str_eet_Jacksonville_r- FJorida._ -32212 • Owner's Interest In elle of the Improvement _ e__S3mple_.._. Fee Simple Title holder Of other then owner) _. N/ E '' _- _.._.. ti NLA ... Address Contractor _Louis_.Sabati.er_- Luxur -g_ Homes,- -Inc.. .. • Address _8130__Bay_meadaws_ -Ci. cl.e- West.,- quite -- 148,- .Ia�ksoauil],e_�lnxida__ 3225b___. Surely Of any) N/A - - -... __.... Address Amount of bond Name soli 311th cis r►r any lit still Illak it lR a plan tot Ihr t I111111E01111 nl the Inli nvrincnts. Nome __.. - -__.. - - -- - -• Address __.._...._ - -.. Nails of IK9snn within the Slate or I'Mid', mitt Ihan hin sitsi b y t►wner *l whom swum or other d octnnents • nosy be tri a: Name Addr ess _.. In ntltlltion lo himself, owner designnles the following person to receive is copy of the Llama's Notice is rlovlded In Section 71.1.00 121 (14, finrida Statutes. (1111 In al Owner's opllon). Name __JI Address ••. -- R E G I S T E R E D DOLE J. KELLEY, J R . , PROFESSIONAL ENGINEER FLORIDA Na 8519 GEORGIA No. 5955 CONSULTING STRUCTURAL ENGINEER R ► No. 3859 1646 ROGERO ROAD • JACKSONVILLE, FLORIDA 32211 • (AREA CODE 904) 743 -4700 September 9, 1993 Mr. Lester Dominick Our Job # E -93219 1 1!!!!!!! 1 1111, 11 1 1 ,1 1 , 111 32233 RE: STRUCTURAL CALCULATIONS DOMINICK RESIDENCE Gentlemen: We reviewed the uplift values from the Holmes Lumber pre - engineered truss shop drawings. Please revise the holddown hardware for the T2, T7, and T9 truss girders as indicated on the attached sheets. All other holdown hardware remains the same. Very truly you e 0 Ig� � r3 Christophe C Kathe, P.E. /dm cc: Louis Sabatier, Luxury Homes Don Ford, Atlantic Beach Bldg. Dept. App E R , CITY OF ATLANTI BE BUILDING OFFIC p15 r 0 oam N N 0 m U 1i w _ z° A s o at. 0 x � LL'ti Z � �- p ‘-t.. 1 ‘15 � aa� w . 11 11 t1; 4 "' 0 0 0 , I A JI ` \-.;' 4 t -- k t 4 1 0 1- t 1 I i 1 I I v I. / 4 IN ) -1 / .- • • I I s.)8y 4 ilbe. / t ` Z N t 6 ts: ti 4 a 41 ..) r3 P• * i /. / . \ , . Y r CO Q 7 C ` * r, I n 1. Y c d H Q W W Z 'n Q J ''' L 'i ( g ,.sx, t 1 " A L ° Z Xg N h k ' V1 � m ^ °' 3 '' Ix o .. y aZ c V x In _. N fl N > / ' co . dit w 64 r % I 1 n Q w 6 f' el At D a( .. \ . - 5 2 Pie;,z,9 t7 g, ,,,,,,, b 1 v `� _ 1 7 ; . ~gt,e, r ` I-6 w • t. C 4, ii di 1 w re ;g i i li r \J .7 I I :4 4 f' V24 w EE M gg F- to o w (� J � 4 6 h :". it / 1 1" ; G / m f! 1 a N 1 1.12 1 .1mAY.91“ Zit, J1 . * $ ai -/ ›: a ,.. 0 4 '.4 Yg a ..lke,x-P A H a l " 17 >, " ^].� y (r1 �Sy ft; ; lig i t ! X 1 / � • ( � d 1 ♦ y X E V! K Al M Y m MI - - M yr Y O M r, �[ N W t N N a w G O z �N" ` !fr WW iii J s Ep f 1 1 !,7 t� Sr le: a /5 O .':(214 88 � {Q�,�{ o - +- z.�..- 1 .70 ay' n NNN$ N~ LL 02 m v � 4 Z �• OOG O yQ p1. m � •� 4 "ti.,. 3 NN N �. ... U' o y4J �N , ','I/4IJIJt,� 4 C aa )�J .JN = yY UIN ~ g 0 " laW1-4 - xW 1 1. e FROM H. LUMBER JRX. 8.11.1993 12:46 P. 8 4 • 1 in c] I A o i;', 1 co Q. .. i s Z . Q J et ti -.t V l W U 1- X N ¢ C - O r t ,...... a -,— 4 a a a J .. 1.4 J a nil /1111 QII f.'1 o 1 :;00000m , 9 Ba x W Q om , W LO CI d •e m w C i 1 H m x O x c. H H U' 0 g Q' s cn . , 3 S k - i n1 yr to °uuu " z r� J ',� � h o v c ' '" i rz- J , ) V ` CU ir 1 i !' ii b 4 111:111111 '1 v C P .�l 8 8 1 k ,.1. a lx-Ilail* - a � P110 ¢ r K . Nffwib 111--- N fl o m r il rJ In % , Ipp x f•• .* ilii g In I < 11114111 4 o Mile g • .. gl 91 \ill!! z i, .2._x a lin g s i ii 12 w- 111:0411: N Rs �.a W ' X 111 -" e ; M 144 .1 w in i . M ii b El W t Q m 0 D o ~ � a Vq ct , Et_ 8 ni0A ,L.... Na �0. �, n *A � ' z y 88E < " ° - g y _L. o 1 ,� ;> Avaz �/►1I1th pfrtri= OZ < boy o -° oti a g-'-.1 g v ,, ' •, , m cn 3 9 01 ' O N1"iW t 41110 A I- ,- 1 a FROM H. LUMBER Jf1X. 8.11.1993 12:47 P.10 ■■ 111111•11•11111/ 1 J. n I F, Q C C ' ? 8 m O g u. Lii, t; .-...: . ... v , „ iti -1. 0 I v v, O O aaaa h H • 11 �._ "" a v C l ijj N n O If) O O WI ft'• co ilk Os'l Q c« W 0 • . N' ^ y ca r: m w O n lC►�� J • ., o r, , Q F � �• , � T (Dm O Z� O 1 �rlr r+ 6 !� �utiu�QC� r r N 1 ■ kiliflov ��yy G. F- „eiQv , i o *y r if, g.wg "•.ml ml c N 415 Q 3 I 4-■ ;t 1-- t= 0 4 r iiiiik in _ E ay , L.) , cu . a m. W Q. 1 rg d 4 ` , .: mo w In V 111 1%. L V 1 _ i g " sy ''' ligiiii:h0 . li All ..., II i l wiT1 19: 0 P. WO. {W e ^�.. � W p s 4 uS 1 . 4 .+ 1 11 1 . 4 Y Iti N W 2 O 2 N 1 t ' a� W < I I �. o .1 l m 14E: • H = t 1- \‚ 111 0 a a i li � - r �{ , F �;I C ` ?11191 7 H C� i . Q ALL g ...i... 1 .. O O n /q8 � X DSNNN w ILO % §x4 1 I Q � • i �1�� i 13c1)413c1)47,11 li.. � �� I----- Qj �1�.�� ..I ♦ _ Iii NNtONN N Jr °R ~M m 0 IV„,11111��, i d Oh..Q 0 C N l 0 F 4•'W ... J *' V c› 1 U i M 4 - �tIi =J In ON... V hn J gaiX 0. F a E- a I Soutl,easte,',, National Wats 1(800) 874-0335 Metals Nashville Wats 1(800) 638 -2526 • •....—.. / Florida Wats 1(800) 342 -1279 Miami Wats 1(800) 640 -4981 1' 1 5/8" TRUSS TIE DOWN STRAP (Sanibel Strap) i El Design Features: • Provides additional increased resistance to wind uplift to secure rafters and trusses to wall studs, top plates or concrete tie beams. Materials: 18 gauge galvanized steel 19 Loads: 1566 - 1880 lbs. PRODUCT FASTENER ALLOWABLE SI2E CODE GAUGE SCHEDULE 1 LOADS 1 PER HEADER WIND UPLIFT CTN SINGLE 2X FASTENERS IN WOOD ' 1 3/4 2X HDP2X 1 8 10 -10d 1566 25 are* 2X (2) HDP2XD 18 12.10d 1880 25 3 1 8° FASTENERS IN CONCRETE' 2X HDP2X 18 8-NK or DN 1566 I 25 on 2X (2) I HD 2XD I 18 I 8-NK or DN I 1880 25 FOOTNOTE: Fasteners are placed on model #HDP2X each side of truss, 2 in the top layer and 3 in the bottom layer of the double top plate members. Fasteners are placed on model #HDP2XD each side of the truss, 3 in 19 each layer of the double top plate members. Concrete fasteners capacities for other systems/manufacturers may vary. The number of fasteners required may be reduced in accordance with the fastener manufacturers recommendations for lower loading applications. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. DOUBLE 2X (2) • 1 3/4" SEE GENERAL NOTES:. 2 3 nsult manufacturer for information leading to the NK fastener. , 4, 5, 6 CODE COMPLIANCE: S.B.C.C.I. #9166, METRO DADE COUNTY REPORT #a1-0830.8 a `/ ill kl-F"---.........,,,_ ■ Ii I ( 1111 ROLLED STRAPPING - .a' Design Features: • Rolled strapping meets ng a variety of applications and specifications. U for wall braci or cut to len th stra in at si 9 pp g te. i Materials: 16 gauge galvanized steel Loads: 1265 - 1725 lbs. \ �, PRODUCT GAUGE PRODUCT END NAIL DESIGN L■. 'N'4%.,% �� CODE DESCRIPTION CUT LENGTH LENGTH SCHEDULE L OADS PER \ 100% 133% \ � � � RS150 16 1 1/4' X 150 Clear Span + 26" 13" 26 8d 1265 1690 1 � Clear Span + 22' 10' Other 22-10d 1290 1725 1 code required minimum • End Length \ I, dace span FOOTNOTE: ga INSTALLATION: Use everylengths other na il hold uges to available. achieve on center spacing for II b SEE GENERAL NO T�$ifie�n8s. , RS 22 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE .M iiVi6 � la Ask/ GSr CALCULATED BY e.G DATE 161$ JO CHECKED BY JOB NO. DATE SUBJECT SKETCH NO. SCALE SH S OF 7-1/ 0 1 0 1 ' 111 q 1 ® � 1 � 1 11 �� A I ,lam- - �l113 - � -HI " ' � � SI --- Mt 4. OW ‘ . IniT1 ' ._.________ C . _ [ 6 , a . a i--;--lirs , _ . _ _ _ C I rituouiti . r r r-' Asa III LLL... 111 111... _J J • J . _J-1 l ,•— EA.-r FL& te4r1s4 So n.F A c"&" ,q N ; C;QE 63 = Q 52,S' x Io7 + g ' ,,.4 % + 0 5i I ZG 3 +- 32 +- 45 34.0 sw - AL... k11 ,4p aoo1, ®= 340 a x x 53,41 rs, F 18 ,, Z 3 I I6 44.440-7,-1 of ;/ Ryrvooa .toos,Ltt _ I 8 Z3 It,e /3 it. 16. (..p= 4 57, 3 ‘.1::', Cast ( 2 3 4os P 4- Q S Z IS I K ( - ) 340 * 55I 991S rorAL VI,fIND L 0ArA ® = SC IsFA 5 3 , loZ. 7 :,p = 4 - 751(.. // ,I L,�'�mrFj o � /.- Nyw000 K QvrtEn® :. '4 1 75 11)s 44IS Ii / ` 150, Z L-P DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE i ,,W,4/ /G/(. 65 /0a:4 JG ft` CALCULATED BY eG k DATE 81 1 f 3 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH (4 OF 1 i .te Pt - t "T " 1 N ` v..4 sr" ELE' ✓Q Tie" T c..) sr- E'6 dA Tio . SFiv- 7 ✓ /&() ' CAi.G0c.r4Tloa1ca. , DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE • ■••• • a 1 c V- . eS 1 DeF+•GE CALCULATED BY CG r- DATE o ` / i o b3 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH 7 OF 1 4 ;iv .. - 11 1 l r _ -Az It' 1.4..L. 2 - yf4. VIM ■■ 0 • I� C•.14I ."• « i _ 1i 1 o = 11/111.1. 1 L- C 1K N C+ OI F c J' t1 1 'eta' N ' in I■■■ [ Y4 a o. [ j I 3.i,/RI1 y-4 . —, M� N� tltl a i ap `� — 1 A lu'b' N � 1 5 • . 4-04 * o' CNN �t • o • 1 c�g ' o� — ,r-_ 1 1 1 I �1 _ -- \ — n- r1 r , Zi D t- ¢y � a Mc ,.� i t–lt __ / TO I 1 N zf \ 1 i ,- , .\ ati 0 r 1 3 hC� ; 4 • z- Ir I i� I o A rf ►: � . .. . N 1 • I- ■ r , . t ■ = . ....2 . 4N ' ;v j! 1 �_ I Q e F Y F! INN ■ I�o%il■l •; IQ + _" I 13 N N 1 . I) I MI ti`, I 1.? J i N 2- 5114,0 ' � I I r Ra /.Z D K Y 1n1 oo L'> To ► ,J S 1 Pe WA L. S r 6 rig i n. NECL 2a �! e'r' rir' - Tb yrJ,rt'SA of f _, =4 ./...** 'As. e`er 4. .1 O l 1 _ ► 1rr 10` ../..... 2r gto• (GAS e°' 1 / \ /ell.T 14 el . (- J 4 C. A ✓1 1 LA • .� / 1/ a et. 35 , 33 r 35,33 — '70 •lo C. kres• ck h Al r) 5 A 04 +ran ° = 6:14. 4 t f. , ` I 0 O7-A4. WWu.L 4 ,./AicA5cG 'r _ 56 . 7 c A- • t'n.o, 4 E"AS-r"' �LG✓A r G ® 5 7, 3 4-1= 5 4. . 1 ,_1= ( I -1 0 rk. 1so#.1-rA-6 \i VJIAt.t.- A = 52,33 t 52 - / D4 , 4» g b m V kJv A 7 Trr4 4_ WA cc- A✓A/Z •4a4F - 4, 0.,4 Go 0, AY /O� / CASE ® '3�1 « 7 4 .7 04S I DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ∎+ ti k "'F' c 5 1 n *N c e CALCULATED BY GG IC- DATE g / 8 /93 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH B OF 44 mihml J f ! I 4Th I 4� II' i N •�! I.M,Jb cea.1 I Qn�l1„d,..1 -v 1 1 II i 7 . L A -- Ai. _ _ _ c ihrisi.i4k-1-__ _ - � 1 ..4. i I N -- 'C,�acr r no,.c J— — 1 11 Fr!e� �� 1 1 1 Ii �r � J I "C11 i I{ - S I N I I WV � � —. - -. I - — — J III = �I �I ' /! - MESA 4�?�I ,.... /'' �� 1�r 7 . d` _, , . . _ ._ ' 4. �M� �MO _. I ` I 1 J b1�4 _. *11. • j II I� - � .. .. s«a..,. �. 1 - 1 1 , 14. .111 I L8 ciAv wAu. W / ii en , 41 / 6 i VEnT-. • 41S ... ( I V' 1 4.4" . Mal j . 4 . 4 , 1b' iti-d it." I N , I��b 6� - - -- -- — - �7b" :_j Z/r Fr. Dra Gq. (ia nrrt.►41.q IAlwr.l. /1 v4,4,14z54.. = 35 -r 35,33 = 70 7 LE Ss vJIN»© fl� L; S 4 s = 4 +( (( - 4- Co ) - ,�ZZ.o> 2 pr,44. 1.✓AcL. 4 / 4 Ale L. r 48 d-i'm tta ti.4 E45r E 1.& »17ii&) , GA .5 a (6) / 5 0 , Z 41 =' 4 S, 7c.. 4. /-44./ aeo&JrQLL V V,I A t.c. 4 gip? 1444ps 4,s .. X7. ' 47, 3 3 -- 8, c7 = g(v , s= /.,E W sk1tbws AN 7ioar+..> ' ( s + -r Co ) - ' i L F 7 rAL KML1— 4hel I I--u.n. Le to s« f n owl .6. tyr ri 5 L s /ATlbr, , Gll / D j • 4 L is • Co S , H.4 / c.S DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE / — -fI 444- ` / / / C. CALCULATED BY GC. rh- DATE e! l 8 / 693 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH 4, OF Z1 / ( ,yam` — O I, -- ' 11 i 1 — R 4 — + t • E � • l { j i I ! I 1 S � �•~ Vi i — .. • - I T- _.. IL::'sC■. .. ■iry:a : I. {[.II�Nn'HiMfiYlIi111111[IIt{1 w E. _ i : 1 _ -- - -- : = • i, G Tm!JiI1I 11. �'t✓�WNII�1'R�1 = 1 I/ 2 + 1 � I (r �11N _ r I s g N 4 - - I I �nF C 9 .44r. •••I I I c. 3 , -- f' f I i i c: , _�or I x l2 x to 4 �jr(; 6 1 —� d c :a I � 3 *5 co�i 1 k> e j( ! WA .... P/I. A .. , , I..lo' I 3NtJY ly _. u1-10 ' 1. , ,..-.47. 4_O.p t 1--__ I ^ 1.1.1o. 1 ) 1. •'•• ....6! _� �- 1' 11'.1 - � � a'.4,- I T P1 ,4 P I 1 ' I ��wa�lenuano_ C 1 I .� • 1.11,, _1 44 AM _gil .., = • 1 0 - I I ! i c : j 1 c.1 / I E ' 4� 121-! f H ! ' I —_W-• 1 , i' I ' �Corc. 1. _* _ :_J 3 1 i 0 1 I - i v MIL uKa1C �1WC:FR ©! a I I + R715A �f7 '[orwIFrc'@7 v t i 6 K'. a" ° ! 4.-,b 4 *' fo ,i P I La. ' . I N i I 1 '1 • 14,.. I, i, T".'+ . ow I I ' ' ;id L J ~ • bl - wwulwulm•amNwwlwwn,nnrtKltull' :u T �� ' _ i'^ _— `— _— m uunl "unn :m y nn xmumurn:nur1trmumrcireumaa"rl y — r 1 • •4� ` 1 '1 a* I' 1114 NISEI 04 12 - .:. 1- -`0©.e_ 11 • act, - -" J7- & G M J S r Ate1 LC. vv/ r'IIL.L.E:D Cel -f- TO 3t-L. 1--t.e,0 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE. FLORIDA JOB TITLE 'M '6G5 / POW a.Mr CALCULATED BY G-G- K' DATE 2 f i •) 1 I 0 3 JOB NO. CHECKED BY DATE SUBJECT d SKETCH NO. SCALE SH /0 OF Zl C4abe P4IL4 ii . 671 . 114.14 u— ; C owe./ • t. )/. 164` y'0-C - nom s /4.., ktti1..- r-=�Ai T, - f i p Tv /Lp ja= ✓E // Goy ✓ r..cl� 4 ,�rze,A4 N - de� r ©.OA L. "7" "7e3 A G L i g0 re /k ...e �/ ,.,6' -t) . t/. "i /? - k /".14 4 Al r ;), e !,* w = 4 7 775 /6b/ ( 01004v /' 5 52,5 ( v= 0/o the. X.r III [ i I i l 1 f L a 9,rJ 2? 16 °f all0l�s / c.� l! t ivo3 Ib - C I z - t' -i. ) X / I t R CSLS + 27 v o to rbs cr= _- XiET71 oP iiii 44. ? T hn 14 (, 1 V Y �M oilier e� t l M +o 12.50 1 ,. * 1 • • m t I. 1 irSd C 3 G. a) r6t GIM,r V nr , TO - 30 rs ( `� G ,( 11 iIL.pr =" s x 2 x 30p.bi - 2380 16s /(.F IkLL L m-r1-1 1 l 1 Coo3 zS$o 4,o Z 1,0,1A Li_ Ls e•,-14it, I4, 6 % l zSSO = 5.77 Vint -L- 4✓ An- SI VZ 1 - C' ewG# 5rI.E." lye 'Rwr1c, - 1 D 1/ , Ito < I . o ©k- . + /!3 o ,jGLt'IO� t p : e.) v eV - r - ` rA 1 /L. 'J r) L-L. - 7 A ‘;;;A) N Srn UGT7o4/. Z /dn 7b 3 n.P co , La n.. C,i 6 c- g • DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA /� JOB TITLE M1/1/4.) 'IG k 4, , GEIUGE' CALCULATED BY C C- DATE o / JOB NO. CHECKED BY DATE SUBJECT '1 SKETCH NO. SCALE / SH 1 / OF -2 `I ( : 13'Y 31 ibs /�F _ $Z6° 4,4 ' 'S 6.7c.r-- Leo 4. - 2 Z174.r 57 lA sr .. ................... / �� 1 Z G DX 11J„vopiD ' = 132016,, J fAST� 4 loot GoNHO•J (Zz Sew) 4Aus G o, c. Ar EPc.fi5 1 A.4 D I a'‘ O is i a INI T'. 0 - r 34 F,. ,4H,�� - - z 'i (o -rvn o z4 3.4 n X It. Ia 16'4 ?X g" A.b. b 4, o,c, ...--f- W/ irlt = N VO " ?IA W q 4.• c -) i K8 p. T. 8o IV/1 7r r - �:- ; i 10// ZX to ✓F r 14 ot 0 04 .c-. ... N - 1 �I , sr � -; it ,� i ' y j / 4 - 'f'6 eb.tfn,vocos • ' _ d4 &I 3 ?ids p �(o' »c. b rsr t &&ice - r1- 0 - I `7 1467 -h U g 1 sic /p p, r", Sip 4 2, — r*r",!‘ N I 3 / a 7C (p p i 1 So c-'►"S s G, S * ► {2- V�1 ct-; -- am' `� S 24"0.c.... J l ,, AMC 11 64.27- 3 0 c,,/�sTiFr e-7�- »� /41oT�s: �'+ td - 3U 1 FM /4 W1urt.i o►-: J . 4. I / Vito . . J5F S IMiu z'$ a,� No 314 Tc ff 1 1 Fc50-r -+ ITTI N1C., DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE M s A1I 4 .. h fe �. r sr A) G � CALCULATED BY GC K DATE el / / .)3 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH 2. OF 24 $- B • • • a4 2. Sr4 re_ - JELL £ i 10 • 1nl4L,Lr w/ G6cl.� -S, hll S • 5tlo Psi . • Toro v A T 4 . + 34" 14 I/2 it i it, (p 1 vin L. �. (TIE s M w/ z S Go� r. S ysrewt • Car • • • �1 pi h N - DETAIL, O A / 4' `Tyr Egc�S✓ac > 0 1, , I l -rs ® 1 o o .G . f r o"cAd sh4102, P / A mt �. DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ...- Wit- k- RESI Por (16 CALCULATED BY C'�' DATE g(1 JOB NO CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH � 3 OF 24 L)pL I ta A AL.] 3A tc. ti.II,JO spt=s — I IC) MP-I 'RD *F. P TC.►� = 4 /! Z i b , Roo 1-t el c r FT }T ° 3'S ()rf.1 r.T. 4- o,n c. = 3 z 05 1,4 >a X 1 4 aC i 'S , p S F afJGtoaEU MKIFILS 774S1.ae /2oS,35 /0'<a <30° LOAD e4sE 0 i rr (o rLGS 3215 ps r x 1► $ = 58 -5 rsr t"l-4rvi At,Li NGaoitED plGA (n /14 L, o,=, 0 ;1) 0 FL- I /\..G'e AT Tt■-V (4ssp - 10r sP \ x 2 x( Z f 2 ' ) Tap � "c.� r s n)TLs"it t,riok„,S /3 p3 its t V v�aT ('SqN T3 sz rips 4T ac.,1 T7-kvss, /ID /64,6245 /3 5 /iPb ©K ✓ 444 4 roll- X e.7vrcan g �s TaiL n.- Scir vie' Air)/ -X 4 r SidV - t - nos A I 4 zh. i4if, WD/ =x t7 47 Eitx - 7710 6.5 kfimBeroS, DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer / JACKSONVILLE, FLORIDA / JOB TITLE 17 0 $4 i AI 14 K-• r, ,,'S r D�IJce CALCULATED BY GG DATE g / $A 3 JOB NO. CHECKED BY DATE SUBJECT /4 SKETCH NO. SCALE SH /4 OF24. \ sist ) National Wats 1(800) 874-0335 Southeastern Metals Na66Florida e Wa() 232Wats ts 11800) 342 -1279 9 \ Miami Wats 1(800) 640-4981 1 spa TRUSS TIE DOWN STRAP (Sanibel Strap) 1 • Design Features: • Provides additional increased resistance to wind uplift to secure rafters and trusses to wall studs, top plates or concrete tie beams. Materials: 18 gauge galvanized steel \ Loads: 1566 - 1880 lbs. PRODUCT FASTENER ALLOWABLE PER SIZE CODE OAUOE SCHEDULE LOADS HEADER WINO UPLIFT CTN BIN FASTENERS IN WOOD DLE 2X — 1 3/4 2X HDP2X 16 10 -10d I 1586 28 141(wwwwwwwwwwww 2X R) 110P2XD I6 ' 12.10d 1880 26 FASTENER IN CONCR • 3 1 8" 2X HDP2X 16 8-NK or ON 1586 26 2X (2) HDP2XD 16 e•sK or ON 18e0 25 FOOTNOTE: Fasteners ere placed on model aHDP2X each side of truss. 2 in the top Myer and 3 in the bottom layer of the double tap plate members. Fasteners are placed on model #HOP2X0 each side of the truss, 3 In 1 g" each layer of the double top plate members. Concrete fasteners capacities for other systems/manufacturers may vary. The number of fasteners required may be reduced in accordance with the lastener manufacturers recommendations for lower loading applications. • INSTALLATION: Use a5 specified listeners In schedule to achieve values indicated. • 1 3/4" Consult manufacturer br infoetion leading 10 the NK fastener. DOUBLE 2X ( SEE GENERAL NOTES: 2, 3, 4, 6; 6 mt CODE COMPLIANCE: S.B.C.C.I. 16166, METRO DADE COUNTY REPORT 661-0630.1 r 1 ) .144441 ■7 114 447, - -7 : - r _ _L [ VFLIPr Fa 4T 5To7, - /1%5 ibs r + ,— _ SoTTb M 774A7 /,/77t S G Ti a^J (3(14 E"LDc o. k&4 kin I-4, =rLr = /0 $ /07sFx 2. ( /33 /bs 7 , '' / ortLE /kTiA / . 4 16, rr o.L . /•Sr�4. C. / �� k / Pe / 4 (oAv0V Ern Ai- e 3 Z � •c . 7b Et./an.)/ (f?" STVT� , it grp co At 3 .3 e s7 vLF;4• on-, e7(CF14 . (36 L. 0 AIL. 2 I lot, 70'')px E = \S80 I log ore. 16, DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE W r I GIL gi v: r •r:, Al C..'S CALCULATED BY CG. K- DATE G/ s(3 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH 15 OF L 1 Me(als National Wah 1(800) 8741-0335 Southeastern Nashville Wab 1(0) 638 -2526 Florida Wafrt 1(8800) 312 -1279 • `-/ Miami Wats 1(800) 640-4981 RAFTER TIE Design Features: • Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to sill, framing over girders and bearing poilons. Materials: 20 - 10 gauge galvanized,steel Loads: 606 - 2549 lbs. 1" WIDE 20 GAUGE STRAP RTP DIMENSIONS FASTENER ALLOWABLE PER t PRODUCT SIZE CODE GAUGE SCHEDULE LOADS J W L NAILS WIND UPLIFT CTN J 9 RTP2089 20 1 9 5-16d 758 100 12 RTP20812 20 1 12 6•16d 910 100 FLAT 14 RTP20814 20 1 14 7 -164 936 100 18 RTP20816 20 1 16 7.16d 936 100 18 RTP20818 20 1 18 7.16d 936 100 20 RTP20820 20 1 20 7.16d 936 50 22 RTP20822 20 1 22 7-16d 936 50 24 RTP20824 20 1 24 7-16d 936 50 1" WIDE 18 GAUGE STRAP PRODUCT DIMENSIONS FASTENER ALLOWABLE PER TWISTED • SIZE CODE GAUGE SCHEDULE LOADS W L NAILS WIND UPLIFT CTN .■ 8 RTP1888 18 1 8 4-16d 606 100 I 10 RTP18810 18 1 10 5 -164 758 100 11 12 RTP18812 18 1 12 6.16d 910 100 14 RTP18814 18 1 14 7.16d 1061 100 \ ` ► / 16 RTP18816 18 1 16 8.16d 1172 100 '� / � 18 RTP18818 18 1 18 8•16d 1172 100 20 RTP18820 18 1 20 8•16d 1172 50 � 24 RTP18824 18 1 24 8.16d 1172 50 \ %► 28 RTP18828 18 1 28 8.164 1172 50 -�.1 End length 1 I 30 R1P18830 18 1 30 8.180 1172 50 36 RTP18836 18 1 36 8•16d 1172 50 j \�°^ 1" WIDE 14 GAUGE STRAP I ■ PRODUCT DIMENSIONS FASTENER ALLOWABLE PER SIZE CODE GAUGE SCHEDULE LOADS 4 W L NAILS WIND UPLIFT CTN / �� ' 8 RTPGA88 14 1 8 4.16d 606 100 e �:� 10 RTPGA810 14 1 10 5.164 758 100 \ 12 RTPGA812 14 1 12 6.16d 910 100 / �� 14 RTPGA814 14 1 14 7.164 1061 100 \\ 16 RTPGA816 14 1 16 8.16d 1213 100 18 RTPGA818 14 1 18 9-16d 1365 100 20 RTPGA820 14 1 20 10.16d 1518 50 FOOTNOTE: Other lengths and gauge sizes available. • 24 RTP0A824 14 1 24 12.16d 1820 50 INSTALLATION: Use a5 specified fasteners each side N schedule to achieve values indicated. Er 28 RTPGA828 14 1 28 14.16d 2000 50 SEE GENERAL NOTES: 2, 3, 4, 5 US 30 RTPGA830 14 1 30 14.164 2000 50 CODE COMPLIANCE: S.B.C. 19155, METRO DADS COUNTY REPORT /90-0120.2, 191 -0702.5 36 RTPGA836 14 1 36 14-16d 2000 50 When ordering please specify 'F' for Oat or 'T' for heisted. if 114 �1 , 1 ■ 1 ST1A "��' E( As A t. i E►'� n1 I'��' DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE Aa i 414 k— ?FS/ 061"04 CALCULATED BY G G l- DATE 81 1 0 3 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH kg OF 2 A' O> Or I Ft rant.S RT" ST0 Ts f = (45k 5 re F. _ 1O Ps ( ) K l 2 + Z 3 ' 6 30`rb rt. KM' / $ Le, 4k- w►At.l. i nl rinks r re •.) CZ hi l> moon,) X SPT.6. VJAe.c. D, L Zl n /©pis _ z. /0/4/4r I 46 3 !ks /,c.F /�`.sra4 4 - I /r v .// oF . 1 4 6'W6�' S - p ps Es 3 = 1 0'G ptoyvl v C7774 4 4 7V7 . TO 2x $GOG //'4(. I/I ,7_A /- /dALIGROJC 14- 41114/L, Tv Ele...t/ /�Z'it, T-r.r z. /5 T , 1 / c� /.V41'Q .. // 1 1 C x $ 4 a 4) -bn. 8oc.r t'/ 9 " x .:. / 1I �$ pG i4 rat 4,04:5We--rt. c 32 ", G, Z ZSolleS > 483 lb . i . o ) _' /ZS° /44 o l< V National Wats 1(800) 874-0335 Southeastern Metais Nashville Wats 1(800) 638 -2526 Florida Wats 1(800) 342 -1279 Apt:idi Miami Wats 1(800) 6404981 ANCHOR BOLT WITH NUTS & 1" WASHERS Design Features: • Other sizes available on request. • 4' minimum embedment with 3000 PSI concrete will resist 4,800 lbs. Materials: Black and galvanized steel PRODUCT PER ,;_�� SIZE CODE CTN USE 2 >R It Vo DESCRIPTION 1/2 X6 ABJBL6C Blad( 50 PLI TE W1 HEIL 1/2 X8 ABJBL8C Black 50 ;" 1/2X10 ABJBL10C Black 50 , �` 12X12 ABJBLI2C Black 50 ` 1 , 12 X14 ABJBLI4C Black 50 �J 12 X16 ABJBLI6C Black 50 I� �" 12 X18 ABJBLI8C Black 50 12 X6 ABJGA6 Galv. 50 12 X8 ABJGA8 Galy. 50 ABJ 5/8 X10 ABJBL100 Black 50 5/8 X12 ABJBLI2D Black 50 • . Z x Z K (g p�Ar� bc�A•SI� CD N....7>f DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ']"2 141- TEA'SIPET.1 V GL° CALCULATED BY G �r DATE Z/I E /3 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH 1 7 OF M d) ()FLA Fr n.w A .d^.) <4 g 3 1 b 5 /e_ F C3 cFon -E) _ 4$3 11 4 /1.0* - rap of GM t, vVAu.. 4 eMtJ ►chALi.. _ /O' 60 the. led= _ <r I1, c uss eonlG, l = Tb = / 150 4644. = <300 110 S fc.r►> Lc55 S.0 C . -- a 46 x (ISO rcF) "HEnE f = 4 " _ <' Ib, �� jz 7.; 7-74-t. N, <5.5 o lbh/ F> ©P- 0 ) CA EL►<. UPC-1 fir 14T (� A A.Ac.E:" Cr.) rn G"ocv M N S Opt. Pr t=o TAut,S/ ( F6F /0r6F) (4 Z') ' z/3 16 .5/, To? T- Ter t.JTe seGrsanJ i 0 l�`�c.tF• p 1 T io►1 C4,400.44.1 = z /3 /bs c x //,33 cF Z 4/3 /6 4s W at l7, G . — /0 / Drs 'x /f 33 c� — / — < i/33 Ib* LE 5 Cowow sir - Z 1o' 'A 14.4a (L. r - < Z gz 11. h o s Z/ � coe„1,, _ / 1, 33' K 3' A. /D ' s P � c�c�5 � iba 3ti p , c.e s s 4,14 rk.st =� rr' h�o r. N �. = 3, 5 ► k 8/ X 1 >< i s° r4 s' L Z I o o I bs O ff✓ �i►ov vi= "Tw 77 v.) SThF1 j / /`ta sr/ 0; , 4./ Tinto - F.: e:4-r n/ca pi"-" X 2." / Cs� 5 Tv 5 .ci SrvE-G Coavrr DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer / JACKSONVILLE, FLORIDA p JOB TITLE 7:=2, Y M,4/1GIG 'Z'E , ,PE Lh CALCULATED BY GG� 8 / DATE /E/93 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH ( O OF 3) C C. r— 0 FL. I rr P.r &-f s, nE 1'4r".° (/ 4741. C,'5 E2:) 6 T,1 t) G.TcO rt -Zi ) 1 7 • ' t7 , opt. r Fr- F"� n c.T. "F 5s...5 r 5 1 `1 _ 4 — — — — - - - \ N L. riot! T r cc- ■ Q. 0 LIFT rrs,n.L9 �,T 58,5 1 1 P ( PSF - �� >< /OO >< 2 /z- K / 7 = 3 4 1 af.-. . 'Top 7 D z. IL I O I70°I/k5 " L - i b -1- more" -r'rk C.z, A c' Tv 3 coi- -Vm a 5 \ Z o 65 I.L 47- T44_f -/ to , 6.A.1-r 710. e- 'e - A ovh( $e?3M "// /ti r-rery 64- ips e2 n- 57 74 ^/774 np f/v, 7z. /4 4 A le l z 1.eve-c.%) 1-7o) 110. /� 4zR ►b,, Ifo' T 4. 70 % Iiq, o r Nation) Wats 1(800)874-0335 Southeastern Metals Nuille 1800) -2 Flhvorida Web Wats ( 1(800) 342 638 -127526 9 Miami Wets 1(800) 640 -4981 RAFTER CUP l -- .— __ D::: faeconomical tie secure rafters and trusses to -A \ M 18 gauge galvanized steel 1/4" ` Loads: 510 - 7O8 lbs. HCPRF �' PRODUCT DIMENSIONS FASTENER ALLOWABLE SIZE CODE GAUGE SCHEDULE LOADS NAILS ONLY CTN W STUD PLATE WIND UPLIFT r W 6-8d 11.60 708 100 SW9Y �D CM CLP5W 18 19/16 _ 6.6d 11.6d 630' 100 �� • --_ —\ Rafter Clip HCPRF 18 19116 880 8-8d 708 100 Rafter Clp HCPR3 18 2 9116 6.6d 6-6d 630 100 Rafter Clp HCPR4 18 3 9118 6.6d 6.6d 510 100 �" " INSTALLATION: Use all specified fasteners In schedule to achieve values indicated. CLPSW SEE GENERAL NOTES: 2,3,8,9 CODE COMPLIANCE: S.S.C.C.I. 19166, METRO DADE COUNTY REPORT 169. 1202.1, 191-0702.4 I WI ps its % I 6... Ae. AL,, "r�rJ Ale - DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA p JOB TITLE 7 0i,i !`k- 'WSi Per E CALCULATED BY 41e- DATE v /1573 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE 4 SH I OF Arraerf G4i) - RA/1 SVAI 7-0 5 .5 EE-L - a"•wA 3/4 4) T rI.V 1: 6Gt►TS• , (TO 2 t_&4 -1.s b1 OrLI Fr f=in . k 1 . - - s a o 7 N GIP • o7 Ope. -/ P = 5$ , Spa= )< x 12 17 tn'onb r Gw yc Cc2 (4. ark) ri .� r 7 7 �.� 11� S LNGL.� es L/ r= br4TNJT 3 � ' Fi4.L 1Z ,.x / 04f> roc/ Iz KoK Z - .E400 1bs? „0 srerz. c«.umo = 2 x 10 14 blba/LP < Z°)Z 1bis> G�bg i t/lis c F.; ,14 ✓ an '/y I z1 g'r. Z K Zps < i C) Z /b5 LssS CoN cw6 - rE - Foo - c. = 3IZ 3 g I 1( 160 PG.F r < / ° 30 l / C TAC < I 730 /657 , a DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA . J I JOB TITLE �ri. 9�i /�. =/.:. rl�"4.1�JC CALCULATED BY ..e.-.1 DATE JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH OF Zd t t. o•/i - crol. /0(..E / / ASr! s,�1��s . 4�.cx.•� T o 1 ! F►zoc�tc r ' P A/o- g fQ� dA4.4 a*nID of 1 neFTVLUSS To R ^7 A.TE eta �EAILIAiG /40/ K �1 2 4G14. 712066 A //L O ct S • /0 - / 1,?EOc7 Tp AeO E F 7 -�'s`0 E 1 € 6r71/DGF RtgrE is �s :Aftlf� ��P 2 >< Di/ AR(,_ Tit,rA n/a «s - /2 - lOcl IZagp /gaPrERS 70 �eoisC..*- M a 6/41,671_. I�#c 1 644 � iFS^r CQ SGF- MFG, A/A/- Sc ls- ck.sc. .31to 4Lv .n. Brut 7 ZIP Plea 4, STUD RI 934) 3a j1oac. I1{IQfLS - /4 3 k FL9DI\ X"1 vr T o 13,74,-4 ® Ba A) C o d e P E 1 dCpL d " r o s r ? M . se w- , 4 si{>F'DdLE' Situps' � I FLeoit. Groo -r-c) 134.044- 4 134. - ne BEAtut PA-st 3Z 8.• /arch c..., - 0 ) - F.?cqi. r1.pr r.. .r2/ re S40614- T:" .8679m ► 14 C Pt. 6:44 o o rR // Torsr S� ti� Fa • n!A/i_ Scdcz vJt. - .5vrnD LATE 1 BL.O *- Tie BEAM A252 -sc 32 O,G, ()SE etc Z' Vs'. t!a , // GAR C-01-0 PA I S ,Z K 1 � 1 N e - PIDE L5 TO Coco J' 0 6AnR( 3 / 4 1 7NW•Ba•T F a h — E74-S Pr4rio 12' I'D Gat) -L 444 807914 N C 1:714.F E444-I 'n)D jr ArIFc. - /VRuu. 5c pvLC 01.0 -LA wt 13Er► T Coc.c.,f+�4rJd, 3/4 -T-14-71.0 - B D 04 -,Jc Si/,n2— vigt.c. 14.'Gnit -In, Z'iR lo" c Own tt- WALL 14r'Aare. -rNo- f-7 'AO - E A 444 sn15r A pi erc, 14 " 4 4 4 , 3 , 0 v1 /5 "wows HURRICANE ANCHOR SIMPSON . SPA Design Features: • These ties add increased resistance to wind uplift. Air • Precision preformed galvanized steel. oN.,RO.,e • Eliminates toe nailing utilizing correctly located nail holes for fast, easy , 12i r- and strong attachment of rafters and trusses to plates and studs. 1 ___ i ilm • Saves labor costs. Materials: 20.18 gauge galvanized steel Loads: 340 - 990 lbs. REGULAR DIMENSIONS FASTENER SCHEDULE ALLOWABLE DESCRIPTION PRODUCT CODE GAUGE LOADS PER N W H RAFTER PLATE STUD WIND UPLIFT CTN £I o 241° : M in Regular HCPR & HCPL 20 1 1/2 5 4 16d 340 I ; � , z x 4 1.8d 4.8d 520 50 0 �ll`� ii \ Regular HCPR18 & HCPL18 18 11/2 5 4.8d 520 500 .k-.1------- `, %� Lap TM HCPLR d HCPLL 20 1 1/2 81/8 4-8d 4-8d 520 100 _� Lore TM HCPLR18 6 HCPLL18 18 1 1/2 61/8 4-8d 4-8d 520 100 t L Ott Lanais RTIO• 18 1 9/16 10 3/4 6-8d Xt 1/2 8-8d 6-8d Xt 1/2 645 100 11 Reversible RT12' 18 11/4 413/16 3 3 390 100 HCPRIL {1.3 l4" Teas TM HCPTA 18 21/2 20 8.10d 4•10d 8-10d 990 50 Avalable In teh or right INSTALLATION: e as specified lasteners in schedule to achieve values indicated. 1 SEEGENERALNOTES: 2, 3, 5, 7, 8, 9 liNvi RE " r fax COMPLIANCE: e.e.C.C.L siu, .0 .C M181. METRO DADE COUNTY REPORT MP �6;' 6� ( ' ' I'7 I r �/ S A WA HPAH022 -2P � 7 �y _ G .. 4 WAND SM�Ner) �� - t t' IL L ._,.. e ......____, - aff S 1 I /4 ". a ..' (PA6s Similar) t DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer ''� �� k, �,j'�l Cam' CALCULATED BY JACKSONVILLE, FLORIDA JOB TITLE ", • �� // L.ci - DATE_�� 3 JOB NO. CHECKED BY DATE SUBJECT a SH Z� OF z- L SKETCH NO. SCALE _ _ __ 2` -4" -- / ri-4, 1(.t ee-t," 21,�. 4 -- a J goer s „�mc,� • g illr - Lhw►J 1 __./' Qr' Ap Cryp.) i I- 1 /....._,...,.% , \ ....._ +'; - I �. - rt■ --- — — _A . r f' 7747 G, 444 S 77t-Ap er y +, i DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA ^^� JOB TITLE nd jL C. r . _ * _. 6 CALCULATED BY C —G V-- DATE I 2 X13 CHECKED BY JOB NO. DATE SUBJECT SKETCH NO. SCALE Zit S 2 4 OF Z ! 4 _ v . . , .__, eodi t-4 „els) — , , _ -k, , .1_._._ I I ; I a ` 1 , , .. l a ,• • N\,;\ ...., f %� IOW titll • r � £' , , I ,,, II I '. 1 1 I I I LF 1 11 .. _ g � ! • ' Cod ,./0. .4.__ , leap , y:: iurzei. . . _ c ;n::11! •• a iaussr� itrim�1ii�t��uwsctiiNl «lrrutenturn t f--/— • — — — — -..ms...----.....-- Y _ I I 40 P I h 1f'IffRt j IIIW_ll�v► c E• , 01* 2' ip.10 • L - _ __ , 01 Mli W/ tiny/44z. s -- 241)(17. (' n ittNllft� l ,�::I IIIII�IIM : L I x p I, , eer-rr 4 or Li 1 1 1 '. 1 l� -- ypI�.,o►L. o I -io 1 fil h I .5 I _Ili. 1 II 1 1 1 1 1 illalk - w ,1 g /if. 4 a ll 1 .:' SLol 1 I 1 i it y I f1 I • 1 w' ...�.. B I�i I _�L.0 I x L , n1 u1111111llultrRC;ulwlllfICO i 1 i� - to F DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE .Ds..44 /Ai /G 'c-- cr , CALCULATED BY li G k' DATE g/Z- /e CHECKED BY JOB NO. DATE - �► SUBJECT SKETCH NO. SCALE _. �` Z3 � SH OF Z A ,4) a 3 j/ F ,--j -.% co (4 --‹.t.. It 6' = aC ! J r 3 '7 ..0 : % u_ _ d L r � 1 "I h N S el g r +1 1 " s _ L.. L, - 41 / _;,.....:, i 9c Q V 1 U ' ‘■ / IA A J vI u. 4 At .......„T 0 `44 s t o o � � a C -1 Z . C, 7 1 7 Z ._ Q 4 U t- 7 h.-. 7 111 : • , 1 _ 7; U 1i if 3 _ 00 4. 3 : 4 N ' 1 f - 1 1 (F\i;1 * DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE 170 M i A / G k:- A tn ::4 I :":23 U CALCULATED BY C.C. k DATE g:,/ Z 5 / 0 3 JOB NO. CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH 4 OF 04 c3 GM U �f q L.L_ , v,' *S •r c�j �'P? /4 Go�1I • tf f. LtTU G. el. 4.- 4 O I i: G. Smilif 1 i i t o? ■ r I I.L ___. -.- 2$) 1 Co c c . 1A/4 L. 1'0; o r ,, N IA// 3 A 5 cb,li-r. # xe ns s • • . N c3 3„ o,c. (T /,) / 1 9 * f Gj LzT1 0 Kl, DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE to.4 !Nile. V- FirS(17EN1 CALCULATED BY CC k DATE g 1 I S/ 8 3 JOB r CHECKED BY DATE SUBJECT 4 . €04.0 R-7 /toP bl./ 4 L SKETCH NO. SCALE SH / OF L _ IN F *s co . vrs ^woo s ( Co Al .rler 1111 &L i:2> 4-gang f >cs "ice 8 c.Oc. 'Co- -__ rl A,/,‘.) r......1.7./4,44(774.4.4_ \). i 40, .,...it ie c.,.. ... 0 - r /1 ,� * o 48 ©. c . ' co„i .' /--,‘..1... c"_I. CeZC.. , A f. w. Ni It 5 ✓et7 1111 1,j/ Id S T/ rI ` � 4 � 43 c,. G. . W ./ a ►, 3 (a x 12 � � 4.,lc. , .> r, .14,„ (Ni ' 1 1 4 C.477 JOOLV5 1 a! Goof rvk/f!GCJ S 1.17 d 5 s 1 r / 0,.., , f -`„-G- / - Oo -tom- locL.L. j._....-16-ei j 1 0 S ::: 110 pip t-I f Co r .5 ARCHITECT /ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURE TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORI A APPLICANT'S NAME Lois Sabatier Luxury PHONE NO, 731 -0285 DATS /27/93 Homes, Inc. OWNER NAME:.fagt ..Rs .nic ,_,...a__R.E. TAX TYPE OP PROJECT: )New Home ( )Reaidential Addition ( )0arage ( )Pool ( )New Commercial ( )Commercial Addition ( )Other 911 STREET ADREBB: - A ( ) We'claim the structure to be exempt as follows: ( ) garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc:. () Other (S p e o i f y) .._..,.+..._..... - .. - ■■ •.•...*_■•■• I also certify that no structure listed above may be remodeled or converted to a non - exempt use without being upgraded to fully comply with the ordi.. nce, Date :_„4 / i --- CERTIFICATION This certifies that the plans and apecifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Root covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other roquixementa of the City of Atlantic Beach Building Code. _ ( v) The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 'mph, with all design complying with ,the 19 , Chapter 12, Standard Building Code, ( ) ?indow,*, doors and all other oxte for devioea comply with the 110 mph wind load. ( ) The structure is looated outside the area affected by wave tortes, OR ( ) The structure ix capable of withstanding wave forces resulting from a wave *rest height of____ Jest above MSL including uplift forces. ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR --. (N) The structure is located in FIA Zone X and the foundation w i l l not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ,, ( ) Foundation design has been completed with floor elevation above the specified stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken into account the projected 30-year erosion r i'' tt 0 .Y o \ -4;7 / "k i j L 1. ■ t. j.. / i' l 31 /. _i 9 _ ,// 1 ('` .) g y i j ) I ,e.�w.. M, '� n CI i T -I jP. ,r T3 f , ' TR , f r TI , fi , 1 t 0 �, r4 , 6- , 4 )4 In Y co co I n Q t- . ui o c �m d w z = ij -J * / wX a a o i ll ° o a o W V u Q 4. LL- t.. W a % M O Z o N `"� ,I,. 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