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Permit Clippership Lane 589 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029552 Date 1/26/05 Property Address . . . . . . 589 CLIPPERSHIP LN Tenant nbr, name . . . . . . REPLACE WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2165 Owner Contractor - ------------------ ----- -------- ---------------- MOORE, PHYLLIS KINCO LTD. 589 CLIPPERSHIP LANE 6906 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 247-0022 (904) 723-3131 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2165 ---------------------------------------------------------------------------- Special Notes and Comments OPENING PROTECTION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 az d PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. JAL BUILDING OFFICIAL Ltr` CITY OF ATLANTIC BEACH rf WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS Date: ,/'c2,cJ3-6 5!!f Job Addres : . IF Owner: Address: / Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: Address: Phone: o� �3 3/c3/ City: State: -",9 Zip:—J" Fax: (,a-=3-`—Sg Desc e proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? //0 If yes,please submit with this application. Required Building Data: Mean Roof Height a (ft) Building Width (ft) Building Length �:g 7 (ft) Roof Slope Window Height Window Width 3S~3 (ft) Window Elevation from Grade Measurement from corner of building to window �7`i (ft) Number of windows being installed ( Ikk Nuvube��'8�ss slidt� dam tiei+� i`�sr� i— Mean Roof Height ACV _\ 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/27/03 3 b17 66 HIGH PERFORMANCE H.P. MARK 50 q OLTID. SINGLE HUNG MANUFACTURER OF ALUMINUM WINDOWS AND ODORS ,• HIGH PERFORMANCE H.P. MARK 40 FIN TRIM SINGLE GLAZED SINGLE HUNG WINDOW 5245 OLD KINGS ROAD P.O.BOX 6429 � JACKSONVILLE,FLORIDA 32236 PHONE 904/355-1476 AVAILABLE Bronze, White or Cream • EXCEEDS F.H.A. Minimum Property Standards • Proven Insulating Glass Design •Block&Tackle Balance System • Snap-In Glazing Bead • Non-Standard Window Sizes Available n4, i WIN40 InterlockingMeeting RailFINSEALWeatherstripping Insulated units manufactured with the Swiggle Seal'R" insulating glass system MARK 50 INSULATING GLASS FEATURES: • 9/16"Insulating barrier comprising of an enclosed air space between two layers of glass. • Optional colored glass available. • Optional Colonial Muntins available • Automatic Sill Latch Swigglel" Seal is a registered trademark of TruSeal Technologies, Inc. CITY OF ATLANTIC BEACH cc: S, BUILDING / ZONING DEPARTMENT D. Ford 800 Seminole Road L. iggm ` Atlantic Beach,Florida 32233 S. Doerr r�� J31 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 5 '2 9 5 51 Property Address: 5�q AL1PPEQ514P LANE Applicant: k I N co L T D Project: RtWCt NNINDONG Y0S 512E Td ME.Ei 110 MPH P q This permit application has been: W 1n117 l0 Approved 10 Reviewed and the following items need attention: elf • l' Please re-submit your application when these items have been completed. Reviewed By: (�-�- Date: • L �( •��--� Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah, FL 33012 Phone:305/819-7877 Fax 305/819-7998 e-mail:ftldade@aol.com www.ftl-inc.com Lab.Number 3079 April 30,2001 x t'J1 ! -# L t.i J Report Number 13 File Number 01-102 Page 1 of 3 ""Y' . _,.. -... A-4266 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: H-LC50*-53 X 63 ADDRESS: P.O.Box 6398 SPECIFICATIONS: ANSI/AAMA/NWWDA Jacksonville,Florida 32236 101/I.S.1-97 DESCRIPTION OF UNIT Model Designation: Series:M-40/50 HP;Aluminum Single Hung Window Overall Size:4'5"(53")by 5'3"(63")high by 2.000"deep I Configuration: O/X O No.&Size of Vents;One extruded aluminum vent,4'2"(50")by 2'8 3/8"(32 3/8")high MATE&AL CHARACTERISTICS Frame Construction: Test unit has a flange type frame with butt joints and a white coated finish Aluminum alloy is 6063-T5, except where indicated.Frame corners were fastened with two No.'4 by 5/8"pan head sheet metal screws. Fixed meeting rail was fastened at each end with one No.8 by 5/8"pan head-sheet metal screw. Frame sill has a 1.938" overall interior sill flange. Size of frame members are as follows: frame head 1.000" by 2.050"; frame sill (alloy-T6) 0.938" by 2.062" by 2.188"; frame jambs 1.188" by 2.000"by 1.938";fixed meeting rail (ho;;ow extrusion, alloy-T- 6)1.550"by 2.100"by 1.064".Frame members are solid extrusions,except where indicated.Frame members have typical wall thicknesses of 0.062". .,. Vent Construction:Vent has butt joints and a white coated finish Aluminum alloy is 6063-T6,except where indicated. Vent corners were fastened with one No.8 by 5/8"pan head sheet metal screw. Size of vent rails are as follows:top rail (hollow extrusion) 1.500"by 0.984"by 2.050";bottom rail 2.062"by 0.812"by 1.500"by 1.624%vent jamb rails(alloy- T5)0.937" by 0.812" by 0.322". Vent rails are solid exttvsions,except where indicated. Extrusions have typical wall thicknesses of 0.062". Glazing: Material:3/16"annealed glass Method: Unit is exterior glazed with 0.350" glazing penetration using a clear colored silicone and an aluminum rolled glazing bead - Daylight Opening:Clear opening of vent and fixed lite,48 1/4"by 28 3/8"high. COPY Weatherstripping:uanti Descri tion Location i Single row pile with integral plastic fin at vent jamb rails on the exterior and vent top rail Sin le row vinvl f1a2 at vent bottom rail Hardware: tianfity Descri tion Location Two adjustable spring loaded plastic hook lock,with no I.D. at vent bottom rail,9"and 44"from left marks Two spring and pulley balance,with I.D.No.BSI 129 MI one at each frame jamb Twoplastic balance guides,with no I.D.marks one at each end of vent top rail THIS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM IT IS ADDRESSED.ITS APPLICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT NECESSARILY INDICATIVE OF THE DUALITIES OF APPARENTLY SIMILAR OR IDENTICAL PRODUCTS,PUBLICATION OF STATEMENTS.CONCLUSIONS OR EXTRACTS FROM OR REGARDINr,OUR REPORTS,OR OF ANY OF OUR SEALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSION,IS PROHIBITED. Lab.Number 3079 April 30,2001 Report Number 13 File Number 01402 Page 2 of 3 A-4266 MATERIAL CHARACTERISTICS Hardware:(continued) uanti Descri tion Location Four plastic face guide,with no I.D.marks two at each jamb rail of vent,3 '/2"and 29" from bottom Two balance take out steel cli ,with no I.D.marks one at each frame jamb,59"from bottom Weepholes: uanti Description Location ETwo %2"weep notch one at each end of screen retainer leg in frame sill Four 1 '/2"yM notch at screen retainer le In frame sill,3 %2",21',28"and 45'/"from left Muntins:None Mullions:None Reinforcement:None Sealants:Frame corners seams were sealed with a clear colored silicone. Pads:One 2"long adhesive back closed cell foam-gasket at each lower frame corner,total of two. Screen:Water resistance tests were conducted with and without fiberglass mesh screen installed. Unit Installation:Test unit installed in a 2 x 12 wood test buck with a 1 x 4 pressure treated buck strip.Frame installed with a single row of No.8 by 1 72"flat head sheet metal screws in frame head and frame jambs.Location of installation screws are as follows:frame head from the left, 4" and 49";frame jambs from the bottom,2 3/4",28 1/4",34 1/4"and 601/4".There were no installation fasteners used in frame sill. Product Markings:None OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed SECTION 4,OPTIONAL PERFORMANCE CLASS: 4.3 Water Resistance Test:(ASTM E547-96/E331-96) Passed with and without screen,no leakage 7.50 psf(359 pa) 4.50(114)minimum 4.4.2 Uniform Structural Load Test: (ASTM E330-96) Passed Positive Load 90.0 psf(4309 pa) 45.0(1144)minimum Deflection Permanent Set Reading at frame jamb 0.195"(4.96 mm) 0.015"(0.38 mm) Reading at frame sill 0.310"(7.88 mm) 0.018"(0.46 mm) Reading at meeting rails 1.120"(28.48 mm) 0.057"(1.45 mm) 0.200(5.09)maximum Uniform Structural Load Test: (ASTM E330-96) Passed Negative Load 90.0 psf(4309 pa) 45.0(1144)minimum Reading at frame jamb 0.200"(5.09 mm) 0.014"(0:36 nun) Reading at frame sill 0.425"(10.81 mm) 0.017"(0.43.mm) Reading at meeting rails 1.098"(27.92 mm) 0.055"(1.40 mm) 0.200(5.09)maximum C� Lab.Number 3079 April 30,2001 Report Number 13 File Number 01-102 Page 3 of 3 A-4266 continued: Note: At conclusion of above tests,there was no apparent damage to unit,glass or fasteners. Reference Section 2:Results taken from FM 3074;Report No.15;A4268;April 30,2001 Temperature: 79.0 F Barometric:30.04 Test Began-April 24,2001 Test Completed-April 24,2001 Report Expires-April 23,2005 Remarks: This test report does not constitute certification of this product,but only that the above test results were obtained using the designated test methods and the performance requirements (paragraphs as listed) of the above referenced specifications.As per manufacturer,unit complies with section 3,material and component requirements. Detailed assembly drawings showing wall thickness of all members,corner construction and hardware application are on file and have been compared to the sample submitted.A test sample will be retained at the test laboratory.A copy of this report and detailed drawings will be forwarded to the Validator. Note:When load tests are performed on test specimens,they are covered with a 1.5 ml plastic sheeting to seal from air leakage,however,this has no effect on the test results obtained. Witnessed by: FENESTRATION TESTING LABORATORY,INC. Mr.Luis Figueredo,P.E. Mr.Jay Wyrick W.Jim Puckett Mr.Mike Trent Roq Zavala Tes' Manager Author of Report: Maricruz Ayala Laboratory Technicians: Ralph Rodriguez Vit'-Kinco Limited - 2-ALI cAULA rcr+,nu �_ WINDOW ,w rNwMlw ... •..... .....................�...,. WINDOW FIN WINDO BY OTHERS 1' NIM EMBEDMENT CAULK BEHIND WINDOW FIN 1/4•MAX, ANCHOR QUANTITY CHART EXTERIOR 1v0 BT FRAMING SPACE SMEAT'ING CALL WINDOW - UP TO 70ru FINISH 8rI/ BUCK By OTHERS Br OTHERS I E HEAD SILL 2 EAJAMBS OTHERS 024 23 7/. x 27 ,/z 2 2 2 .B SCREW ::::\ I '&� 2030 23 7n%35 1/2 2 2 2 INSTALLATION 2038 23 7/0 x 43 1/2 2 2 3 ANCHOR 2044 23 7/0 x 51 1/2 2 2 3 2050 23 7/0 x 59 1/2 2 2 3 1/4• MAX. 2060 23 7/0 x 71 1/2 2 2 4 SPACE ° 2070 23 7/0 x 83 1/2 2 2 4 080 23 7 x 95 1 2424 27 7/0 x wl /2 2 2 2 2430 27 7/.x 35,/2 2 2 2 2438 27 7/.X 43,/2 2 2 3 PERIMETER EXTERIOR 2444 27 7/.x 51 ,/z 2 2 3 OTHERSCAULK 1•D N 2450 27 7n x 59,n EMBEDMENT 2 2 3 FIN FRAME FIN FRANC JAMB EXTERIOR FINISH 2460 27 7/.x 71 ,n 2 2 4 2470 27 7/.x 83 y2 2 2 4 HEADER 8Y OTHERS 2884 31 7/0 x z5 ; 2 2 z SECTION 2 PERIMETER CAULK BY OTHERS 2830 31 7n x 35 v2 2 2 2 2838 31 7/.x 43 V2 2 2 3 EXTERIOR 2844 31 7/0 x 51 1n 2 2 3 WINDOW 2850 31 7/0 x 59,n 2 2 3 HEIGHT WINDOW WIDTH2860 31 7/0 x 71 , 2 2 4 n 2870 31 7/.x 83 Wz 2 2 4 I 2880 31 7 x 95 , 5 -1401 4 5 7/0% 2 Vz 2 2 2 3030 35 7/0 x 35 1n 2 2 2 SILL STOOL o- 3038 3038 35 7/.x 43,n 2 2 3 BY OTHERS 3044 35 7/4 x 51 ,n 2 2 3 FIN FRAME O 3050 35 7/0 x 59 1n 2 2 3 SILL e+ D.C. / 3060 35 7n x 71 1n 2 2 4 MAX (TLP.) 3070 35 7n x 83 ,/2 •2 2 4 D / o 3080 35 70x 95 , PERIMETER 4 4 39 7n x 27 T/2 3 3 2 CAULK er 2 EQUALLY OTHERS 3430 39 7/0 x 35+n 3 3 2 WINDOW SPACE 14 —3438 39 7/ ,n 0 x 43 1n 3 3 3 HEIGHT ANCHORS 3444 39 7n x St 3 3 3 (irP.1 0 3450 39 7n x 59 1/2 3 3 3 1r4• MAX / 3460 39 7n x 71 1n 3 3 4 SPACE 3470 39 7n x 83 ,n 3 3 4 348039 7"1 95 3 3 08 INSIALLA71DN 3824 43 7nx27 1n 3 3 2 ANCHOR SCREW D 0 3830 43 7n x 35,n 3 3 2 6 MAX. n 3838 43 7/. x 43 , 3 3 3 ExTERtOR (' BUILDING PLANS EXAMINER o 0 0 <TYPJ 3844 43 7/.x 51 1n 3 3 3 FINISH TWO H F1>'ANING 3850 43 7n x 59 ,n 3 3 3 By OTHERS I-MIN. BY DTLiERs' REVIEWED FOR 3860 43 7/r It 71 V2 3 3 4 EMBEDMENT CODE COMPLIANCE 3870 All 7n x 83 ,n 3 3 4 KEEP THIS PLAN ON 10B 3880 43 'a x 95 vz 33 5 6• MAX.(TLP.) 4024 47 7/.x 26 ,n 3 3 2 SECTION 1 4030 47 7/.x 37 ,/2 3 3 2 NOTES APR 10 2002 4038 47 7n x 43 V2 3 3 3 1)WINDOW FRAME MATERLL:ALUMINUM ALLOY 6063. - ELEVATION 4044 47 7n X 51 ,/7 3 3 3 2) 18 INSTALLATION ANCHORS MUST BE OF SUFFICIENT LIN.TO @ply lne Itia�Belienr .,fl. 4050 47 7n X 59 1n 3 3 3 ACHIEVE MIN. EMBEDMENT OF 1'INTO FRAMING MEMBER, 4060 47 7/0 x 71 ,n 3 3 4 SPACE 18 SCREW ANCHORS 6-FROM CORNERS 8 24'O.C. VIEWED FROM EXTERIOR 4070 47 7n X 83 ,n 3 3 4 F.I(BRI fl1F 1{fli NAV_ 4080 3 5 3) CAULK BEH NO WINDOW FIN AT NERD h JAMHS WITH DUOT om+ ADHESIVE CAULK OR APPROVED COL.APPLICATION OF DUO-SIL 0.�161fl41 Ne: 4424 51 7/.% 26 ,n 3 3 2 ADHESIVE CAULK MUST COMPLY WITH SEALANT MANUFACTURER'S 4430 51 7/0 x 37 ,n 3 3 2 RECOMENDATIO NS. 00 NOT CAULK BEHIND FRN AT WINDOW SILL. 4438 51 7n x 43 1n 3 3 3 4 USE LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND " ""` K!N C 0 LTD. U41 QLD KINGS ROAD /;••.' JACKSONVILLE.FLAIUDA 32254 4444 51 7n n x 51 , 3 3 3 ) EXTERIOR OF WINDOW BY OTHERS. :w •"'••• °' 4450 51 to x 59,n 3 3 3 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE J,•',cI.'•• .•'• _ 4460 51 7n x 71 rn 3 3 4 ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. .P X11' TITLE. INSTALLATION DETAIL WOOD FRAME OPENING 4470 51 7/.x 83 +/2 3 3 4 6)GLASS TYPE AND THICKNESS MAY VARY PER THE REQUIREMENTS .,%�. FIN SINGLE HUNG WINDOW M40/50 L M40/50HP 4480 51 y.X 95 ,n 3 3 5 OF ASTM E1300 GLASS CHARTS.SINGLE GLAZING IS SHOWN. _ - ` _ ENGINEER: DIN: DATE INSULATING GLASS IS ALSO OUAUFIED. MANUEL MARTINEZ BB 11/06!0] 7) FACTORY PUNCHED HOLES IN FIN JAMB DO NOT REQUIRE n INSTALLATION SCREWS. INSTALLATION ANCHORS ARE ONLY RE". y� � DISC CIVIL $M• N.T.S. 10"- aywoL7 THRU FIN AS SHOWN ON THIS SHEET. +17� FL.KED.100: 47182 aLV. TTE `1 pF I O.RANED W: Ml1NN0.APNKAIKIN EMO"01104..IC•.9SO WI[WIATIONX FKM7.SEMI[7!0.MCAINWW,FLDIIOA 1974.PNPC 407!OS-OM3. fAS 407 003.0340 : CAULK BETWEEN WOOD INSTALLAIIDN ANCHOR 1/4'MAX. SHIM AS REO'D. BUCK L MASONRY 3/16' DIA.CONCRETE SHIM SPACE W/LOAD CONCRETE SCREW ANCHOR CHART OPENI NG BY OTHERS SCREW ANCHOR BEARING SHIM SHIM AS REO'D. 11)0 SCREW (TYP•WHERE M10 SCREW (TTP. B HEAD & 2 SILL IN EA. JAMB IN HppK STRIP V/LOCO AD WHERE CONCRETE EINE BY WOOD CALL OVERALL NCRETE SCREW ANCHORS IIP 46 PSI 61 UP / PSf 61 PSF Il► 1 ►Sf 61 Pif REARING SHIM ARE NOT REO'DJ SCREW ANCHORS YUCK BY OTHERS SIZE SIZE Tp TO 7 0 T 7 Tp TO TO i0 TO TO ARE NOT REWD.) 45 PS 60 P F 70 P f 0 PSF 70 P f 45 PSr 60 PIE 70 P F CONCRETE OR MASONRY CAULK BETWEEN 5068 X0,DX, XX 60-11/16 x DO 3 3 3 3 3 3 3 4 A & OPENING BY OTHERS A MASONRY OPENING 6068 XO,OX, XX 72-11/16 x 80 4 4 4 3 3 6 3 4 5 SLIDING GLASS DOOR L WOOD BUCK 0068 X0,OX, XX 96-11/16 x BO 5 5 5 3 3 6 3 4 5 1-1/4' MIN. FRAME JAMB BY OTHERS EMBEDMENT 9068 OXO 09- x 80 6 6 6 3 3 3 4 5 1/4' MAX. NSTALLAr10N 12068 OXO 145-5/8 x 80 7 7 9 3 3 6 3 4 5 SHIN SPACE ANCHOR 3/16' 15068 OXO 181-5/8 x 80 9 10 it36 4 DIA CONCRETE X x 4 SCREW ANCHOR 12068 OXXO, XXXX 144-11/16 x 80 7 7 B 3 3 6 3 4 EXT. FINISH 16068 OXXO,XXXX 192-11/16 x 80 9 10 I2 3 3 6 3 4 S BY OTHERS ♦ CONCRETE OR 20068 DXXD, XXXX 240-11/16 x 80 11 14 1 16 3 1 3 1 6 3 1 4 5 MASONRY 5080 XD,OX,XX 60-11/16 x% 3 3 3 6 6 6 / 5 6 ONE BY WOOD R OPENING yY 6080 %0,OX,XX 72-11/16 x% 1 1 4 6 6 6 4 3 6 YUCK BY OTHERS TEMPERED 0114ERS 6080%0,OX,XX 96-11/16 x% 5 5 5 6 6 6 4 6 6 GLASS (TTP.) X 20- / / 6 EXT.FINISH 80 109- /8 xx 6 6 6 6 6 4 6 BY OTHERS i2oe0 UXn 145-5/8 x 96 7 8 9 6 6 6 4 6 6 PERIMETER CAULK 15080 0x0 181-5/8 x 96 9 1 6 6 BY OTHERS 1 X XXX 1 x 12080 OXXO,XXXX 144-11/16 x 96 7 8 9 6 6 6 4 6 6 PERIMETER CAUL - 76080 OXXO,XXXX 192-11/16 x % 9 12 14 6 6 6 4 6 6 BY OTHERS •�--S-G.D. V1DTM 20080 OX%G, XXXX 240-11/16 x % 12 16 IB 6 4 6 6 SLIDING CLAS 1-1/4'MIN. DOOR FRANC EXTERIOR EMBEDMENT Iii NOTE A$ REO'/.AT EA$ET OF INSTALLATION ANCHORS USING LBO REARING SHIN MAX ALLOWABLE SHIM STACK TO BE 1/4'.USE SWM$WHERE SPACE MEAN GREATER THAN 1/16'IS PRESENT. SECTION 2; DNE BY VDCm 2> DOOR IMTCRIAL.ALUMINUM ALLOY 6063 BUCK BY 3) 3/16'DIA CONCRETE SCREW ANCHOR MUST BE OF SUFFICIENT IEMGMT TO OTHERS (TYPJ 1-1/4'MIN. ACHIEVE MIM,EMBEDMENT Of 1-1/4'WID MASONRY OR CONCRETE.(TY►.LENGTH EXILlI1EMBEDMENT 2-3/4• � BUI ING PLANS EXAMINER ) 4) VAX AL SPACING B/CAD l 7�l BETWEENCONCKT[SCREW ANCHORSTD BE N'C.C. OWED FOR CAULK BETWEEN MASONRY Q 5) ALL FACTORY APPLIED INSTALLATION 1EXC2 NOT DESIGNED FOR CPCRCTE SCREW ! COPOTCOMPLIANG°ffNING t HOOK STRIP HIM.y�/0'PaLD BE FILLD WITH EMKDNEHT INTOEWOOD BII SCREWS 1Y SUFFICIENT LE/L1N TD PROVIDE i 14STALLATIEN ANCHOR 6) USC LATEX CAULK OR.EW VALEM FOR PERIMETER SEK ARD"EXTERIOR OF BOOR KEEP THIS PLAN ON JOB RS. SCREW ANCHOR W 7) Y EXACT OM SIZC IS NOT LISTED AKIU MOR CHART.USE ANCHOR ORTITY Q 3/16'DIA.CONCRETE BY OTHE TEMPERED LISTED WITH NEXT LARGER SIZE,FOR THE APPROPRIATE DESIGN PRESSURE REWIL GLASS(TYPE PR 1 0 2002 ` MASONRY OR 0) ri OPEPOCKET NING.OR 1PLACEE CONCRETE USE SCREW ANCMW una IN FLROff W HOOK STRIP OPENING 9) GLASS THICKNESS MAY VNPER REMARENENI$IF ASTM p900 GLASS CHART& BUI I & 10$IOSpCCI D Y' Df1IG GLASVARYBY OTHERS SINGLE GLAZING IS SOWN.INSULATING GLASS ALSO BUALYIED. HOCK STRIP 10) JAMB.SILL CORNERS AND ALL ANCHORS TMROUGM SILL ARE TO BE SEALED WITH A SHALL JOINT SEAM SEALER 11) ALL INSTALLATION ANCHORS MUST BE MAGE OF CORROSION RESISTANT MATERIALS. Examiner S urt 12) NO ALL COFIGURATIONS LISTED AXNT ARE SHOWN ON THIS BRAWIK,HOWEVER, License NO E10 INSTALL yf7)nHS).��[[CCTT77pp�����,,L)4XX(STN►TFTAA APPLY TD SLIDING GLASS EXT.FINISH INSTALLATI�(OF ALL CONFIGURADYt%k DOOR INTERLOCK 1Y OTHERS 13) TONr�ES ARK X NG2.M 4&X255_DOOR IS SHOWN THIS PRIM ALSO APKI[S CAULK BETWEEN MASONRY SLIDING CLAS OPENING L WOOD BUCK DOOR FRAME BY OTHERS SILL ED GLASS .PERIMETER CAULK (TYP.) • (TYPJ BY OTHERS ROOK STRIP DEj�, Z • • EMBEDMCN7 1-1/4'MIN. 1 EXTER111R ELEVATION OXXO. XXXX DOOR SHOWN KINCO LTD JACKSONVIL.R. FLORIDA / INSTALLATION ANCHOR . 3/16' DIA.CONCRETE .:' . TITLE' SLIDING GLASS DOOR V/ONE HY WOOD BUCK SCREW ANCHOR(1-3/4'IYP.) v. �' OX / XX / 0X0 / OXXO L XXXX INSTALLATION DETAIL' CONCRETE ORDRM W MASONRY OPENING 1 T T U,y:t. pf MANUEL MARTINE2 BB Q 12/4/01 BAOTHERS RYRSECTION EXTERIOR ELEVATION EXTERIOR ELEVATION CIVIL N.T.S. iOKJAx0077 ", OX, XO, XX DOOR SHOWN OXO DOOR SHOWN -,07-i oz- n.BE6 w 47182 REV.LETTER LHIE*. ]•[IF 1 AAOAARs P•. Md,H s APRICAlm 9KiBAx4 K As IAxsMTlpyiH"a.TNx 2M. vchumf,TrysN1A UH) AOK Ms I*qm IAA NG ML•sT1A t i CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR" ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z — �f 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND:SPECIFICATIONS, WHICH ARE A PART HEREOF,AND IN ACCORDANCE:WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. IG'w�Ibws �'Lc�,T, lR.,e ,,,•c. ELECTRICAL FIRM: W&ER ELECTRICIAN SIgNATURE JOURNEYMAN NAME 4n a-e'it, � ADDRESS: 5 CG SPP -rl i P ",RFD BOX BLDG.SIZE BETWEEN: RES APT.( ► COMM.( I PUBLIC ( 1 INDUS. I NEW( ! OLD( 1 REW.( ! AODITIONA� TRAILER ( ► TEMP.( ► SIGNS ( ! SO.FT. SERVICE: NEW f ► INCREASE( ► REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER I j ALUM, SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS_ NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.50 AMPS, 91.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES I I IBELL TRANSF. AIR H.P.RATING W.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT rd5%r'.k' u 77 ., '{r Y kt<, J v. $R�t C ",-23... N.` ."` ` Y!bR f. 77, 77 MOTORS H.P. _VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Tdw APPROVED CITY OF ATLANTIC BEACH BUIL. ING OFFICE CE 3 N LR v B,f r �W I CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address 5_9/ / f�� ` Lot # Block # Subdivision (7__7 �%� owner Address Contractori9/�j Address _,Z License Number Valuation $ �� e' aC,, Gallons SITE PLAN front N N w a a o m rear Signature Owner � � - Date Signature Contractor Date Address Ideated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ D�(� der Valuation lu.0,per thousand or portion thereof -------------------------------- -----------I Total Building Fee �f ADDITIONAL PERMITS and/or FEES REQUIRED + z Filing Fee $ Mechanical ; ' Fireplaces @ 15.00 $ BUILDING'PERMIT FEE $ Plumbing , a Electric/New ------------------------------------------------- Electric/Tem Septic Tank BUILDING PERMIT $ Well WATER ME'T'ER CHARGE $ Swim1ng Pool SEWER IMPACT FEE $ f Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ 'f Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE ---------------------------------------------------------------------------------------------- CAL JIATIONS and/or NOTES KSE10417T i77 MC6367• a,{I P r F ` '' '. MAP SHOWING SURVEY OF ' '� LOT-A-BLOCK / AS SHOWN ON MAP OF .fx,4 SP/L4 Y AS RECORDED IN PLAT BOOK ;ls _PAGESOF PUBLIC RECORDS OF DUVAL CO..FLA. i FOR N6W MeT COw/PANv' i 77 . APPROVED ^r C11 f OF ATLANTIC BEACH UILDING Qo?iCyF_ Lor S Lard I \ y �✓.irav Fa itv.v lu Qo : ,o.o• o V � � O .' .• �c..e• .s0 Q1 � i v 4 Q 60.0' 0 0 O p /-STORY STUCLTO 1V/ v { o FRAME FROM' o /5'EAVE5 7.9 /!.3 woo o$[lu[o.Av ra 9d et' 7S.o v� ID ,�. ` Ar F1A1,44 SURVEY AMY 2L5. 19,51. Norr rdUAA0 .ALL 1440A/5. F'O(/t/OAT/CIN 5ucveY APRIL 13. 1991. NOTS ; F:mjkjC) AL-t- Ipot-4•s I HEREBY CERTIFY THAT THF ABOVC Lor LEGEND: �y��-�• _WAS SURVEY.E/D BY ME AND THAT �V�s•'/��> 77&cDWELL IA16 ■CONCRETE MONWOFT •@"ON common 12 LOCATED VPON SAME AS SHOWN ANO THAT THERE ARE NO ENCROACHMENTS UPON ' SAID Lor CLARSON ' ASSOCIATES,INC. ❑WOODEN STAKE SIGNED �'�Q ? 19 G� F O common SCALE: 1.. 'zor -� . X cwoss cur � 1 wE w o vnvero no.p�,e,PSA. r X-X-PENCE 1 i F.B.No t• TF-. , 4 r- :3 URS 12" O.o. EA 1wAY ON nooR Am THRO rimour THE POOL. AaDmosAL 3 BAR BEGINNING 24" BFUV BEAN RIMING THROUGH COVE iU Bkt:AK O}' THE POOL IN EXCESS OF 6'-& DEPTH. -r - 1 - 1 Family Pool Builders, Inc. } ' 1 1446 Mandarin Woods Dr.E. Jacksom*, FL. 32217 268-8330 } IB THE 1:,M.D. rOtn. ►Nr ..• � � TO DE ORAI :O, Itol'Ci:tttTtl'R K F LL PRO%'100 Fl.F.X I$;-X • . P1PE To NrAitPS` MSIT1VE %; { i ni•TTAt.t _ i PAC-FAB oda HI-RATE SAND FILTERS TRITON SERIES WITH MULTIPORT VALVE _•.�_ FILTER SIZE ADIh1. BDIM. CDIM. DDIM. EDIM. IF DIM. TRITON-TR-40 33" 15 3/4" 18 3/4• 25 3/4-1 27 3/4" 20 3/4" 1 TRITON-TR-60 38" 15 3/4" 24" 31" 33" 23 1/8" TRITON-TR-100 42 1/4" 24" 30" 1 38 3/8" 41 3/8'. 26" /^ TRITON-TR-140 47 3/4" 24" 36' 44 3/8-1 47 3/8" 29" _�a�.o• ,tij TRITON-TR-40 838mm 400mm 476mm 654mm 705mm 1527mm A 117�1;�''`7 TRITON-TA-60 I 965rTiml 400mm 61Omm 787mm 838mm 587mm == r 2C TRITON-TR-100 1073mm 610mm 762mm 975mm 1051mm 660mm TRITON-TR-14011212 mm61Omm 914 mm 1127mm 11203mm 737mm 2 C:E ^^"Euc.E IIIc u �4-r-----QP1 ( 1 {� 19L AST I 1 - TAI i0N U 7, - 7.0 i9irr pure r9"w TRITON SERIES WITH PVC BACKWASH VALVE �, MODEL ADIM. B D.1. C DIM D DItv1. E OIh1. FDIM. I TRITON-TR-40 33" 15 3/4" 18 3/4" 25 3/4" 5 1/8" 12 7/8" - O tT V. j TRITON-TR-60 38" 15 3/4' 24" 31" 7 7/16" 15 3/16" , — /I I' iJt TRITON-TR-10 42 1/4" 24" 30" 37" 9 3/4" 17 1/2" i0 1 1., 2 •la I �1C.EAF TRITON-TR-la 47 3/4" 24" 36" .13" 12 3/4" 20 1/2" _ , FES+ovE VALV "'; TRITON-TR-40838mm. 400mrn I 476mm I 654mm 130mm 1327mm TRITON-TR-60 965mm 40omm I 610mm 787mm 189mm 336mm I i TRITON-TR-100 1073mm rn 61Ornm 762mm 940mm 248m445mm 13a1A TR-ITON-TR-14011212mmi 610mm I 914mm 11092mml324mm 521mm � 1 �a TRITON SERIES SKID MOUNTED WITH MULTIPORT VALVE AND PUMP MODEL ADIM. BDIA. CDIM. / Inches Metric Inchon Metric Inches Metric A TR-40 w/1/2 H.P. RPZ-590 34" 863mm 183." 476mm 27N• 705mm TR-40 w/31. H.P. RPZ-590 34" 863mm 181%." 476mm 273/." 705mm JL 1 TR-60 w/3'. H.P. RPZ-590 39" 991mm 24" 610mm 33" 838mm APPROVED TR-60 w/314 H.P. RPI-591 39" 991rnm 24" 610mm 33" 838mm TR-60 w/1 H.r. RPZ-590 39" 9911m 24" 610mm 33" 838mm CITY OF V-LAN710 HACH TR-60 w/1 H.P. RPI.591 39" 991mm 24" 610mm 33" 838mm SUI'LDING OFFICE � I, t qq . Zi2-- sc I � n .�- 1uI�J I —�1' FILTER DATA MODEL FILTER FLO>,N TURNOVER IN (HOURS) FILTER MEDIA V410 A GRAVEL WITH SANG AREA RATE G 8 10 12 GRAVEL' SA D** Sq Ft m2 GPM Liters Gallons Liters Gallons Liters Gallons Liters Gallons Liters ds Kgms Pounds Kgms TR-40 1.9 .176 38 143 13,680 51,779 18,240 69,038 22,800 86,298 27,360 103,558 18.14 S�Tb TR-60 3.1 .288 60 227 21.600 81,756 28,800 109,008 36.000 136,260 43,200 163,512 100 45.36 TR-100 4,9 .417 100 379 36,000 136.260 48,000 181,680 60,000 227,100 72,000 2 72,52 0 175 79.38 400 181.44 7R-)a0 6.9 .641 140 530 50,400 190,764 67,200 254,352 84,000 317,940 100.800 38 1,52 8 250 113.40 500 226.80 • PEA GRAVEL SIZE 1/8'•to 1/4" CIA. — 3.17mm to 6.35mm '• SAND SIZE .018"to.022 PARTICLE SIZE — ,45mm to.55mm PARTICLE SIZE 3/10/78 w � • 0 OEM N■■■■■■■■!■■■■■■■Bell 2 !■■ .. . .. ■■■!■■.N\'■ �■■■■■■ no 1111110% . . _ . . . ■■■■■■■ ■■1�■■10N ... . . . . . . . . der-MM a r<••,r a'3 :..� -CMw xs'='ta#_f ' - ` •w- .t So�`'x N y>yy,,+''...`c 4Ts4���-`�•Fe"�'��<�''.Y�.'-.�,.}�� � �y�'ti� y- M-Z r 3 `� � � '� ��'a.,Y .•w.•v'aT+,t a* `3.',r"• -�A a`�, .t'- ""` �3� RGE1 �•'�Z--•'�I� air ,'� % y,;�8�'`� __ •c r� r✓..t ,,,,, - 7 "+�,.'`x� 4 �..+ R . � sa.-.-���.`; ~a. 49,. 4�. r.yS'�S,'��.3� f4 � ♦ � _:^�- ,� 'r. j�-���, .+{s* ?3•" 4, ..Wr" r. -� ,.lY �` •��•a• -{„mi",c+.B 6 .@� '+r it y"`�_' ..¢. e� d�i7's "k ,•Fep/:� .C*c 4� ?C' �.^��k" 4 '•.r s _.f � -� c`..' t. Utz w•" <. po s +{; �t r .xi �. >:.,xi�. -� v��1'Y�. � � "�:.� �°4� 3 ar r F;. t fi•.L- � ..,r � '�"�'��- 3dw�.-1T.•. k -t:�,. r�� y �L. .,� ,�. r,J. x � -- ^•h-, ,.�'•- t' ��.+�tY.. -' r.. <-ur '".' _ �A'�;�tv .ti,� '6 r- + '�i''f- 1- �r Es£ ;a W:d�%StK'b.rris-'ia.'. ; ti. Y-a""'�K� � � •� L�'• • 'i; .ur r.:.... of ••-.!d- t• .�;�r•.� it �: •�..J s � _ ,�f • ,` RDERFOR, ATIO ING.�x � R 1111F 'PUMP; .TRAP ATTACNED, * yr�, � 1 t_: �v a ,• .: ,�•- ,. �"��*a �R��„�.•._�:.�-f�-t'�•,k _:�'.:;-'..ra+xGr,;c .'+E�a����"2if._.�,°s�:i+f�.ir.�:i t�; tis •.:.3 3 �t'S ~ rt 2'• 1�.. .r } Motor'�** Service •• • '-'� +�«'€bta." ^.”; .. a-r �wry V,�•' + J„t,�v v t • • • • wi r �"3�'+nW�-Ms'ru:.$•-•Wf.3iciit*.e +►��' rK�a .+n:� �.�'M-f • . � - /UTL�NE DIME SIGNS x ft �':3 t i ") l�+•4r "P2R"�Serles pumps: node l uctlon'tiap Viand strainer.basket Y ORDERING IPJFGRMQT10N ��• - � REPLACEMENT-TRAP ONL'Y�0` �. -..:. ......•.. .,._ _s._,.:.....•.o 'r.-+tea._. .,Ir... sa.n•1. Description .. .j ® • -.- .. - a+�M. - _..7.,...'i...di :lu,...�r.�.�h•,a�•%r...•�_�,i•s ia...kS.'�i�KS: PSR-3844 09936 ©ERARTM lSIT OF 56IL:CI11rlG CITY OF,ATLANTIC BEACH w„ PERMIT INFOROTI N - -__,.� __ ,.�� �w.: LOCATION INFORMATION --------- Permit Number: 9436 Addraaa : 5139 C'LI.'PPERSIP LANE Permit Tye: FLUMBIN01 , ATLANTIC SEACHf FLORIDA 32233` Clasp of Work o, ALTERATION, .. .�..�.>� 1020AL DESCRIP"TION- ---------- Constr. ---- .. ---Constr Type: WOOD `RAIL Lot S ock o Section. � Proposed. Use: SINOLE FILY Township: RNG: 0 lr llixa a .. 1 Cvd la► Subdivision, ATLANTIC BECH Estimated Value: $0 .00 Improv. . Cost: $O a 00 Tot,41 Fees : $25.,00 A.morint,. ids S25 . 00 D alt, 4/ 3/1S Work b ... low ---------�r a, y � ��r � . �_;.. �P#L I C1A.T I ON PEES u: Name* PERMIT $25 .00 Ad+ III LAN 6°" ,. WAKEN I P? ' " IEEE 0.00 ° NACU f PLOR I DA,,-;3 2 23 3 91 IMPACTS FEE $0 00 P7 7 ai + fi o- "'Am Al ' �p� "'' Y .. "min 1Q�:V " ` A W a --..-_., . - � � AOA AT $0 .00 CAPITAL' IMPROVE. $0 .00 AddressO °Ia3.i � n .ar � A CROSS �?NNECT I ON'° BCS� 4 License: CIP ~ 5 Type', 3SEC M IMPACT FEE $0.00 C01 ST.SURCHARGE, SC AR E/AT`L�SCHa V � C} D � "a � , ° NOTES: NOTICE=-ALL CONCRETE P{ RItiAS AND FOOTINGS MUST BE.INSPECTED BI:Ft?RE Ft)U1N+ PERMIT VOID SIX MONTHS AFTER"DATE'OF I" BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND"HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE Tt) COMPLY, 1�/ITH THE I1ECHANC'S Ll ► / CAN RESuLT IN THE PPOPE `"Y t !VIf1�ER`.P YING`1 WICE F J THE 1' III ISR EN 'S" it ISSUED ACCORBING TO APPROVED PLANS WHICH ARE PART OF THAI$"PERMIT'AND SUB, CT TG,,REVQCATION FOR VIOLATION OF APPLICABLE PROVIS1ONiS,OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 00000b© , 14 40 4-031 �# i#ept: �A4E516 By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:-- �J `;__ �J$e�' `=�___ l'r '-_�_` !________ OWNER OF PROPERTY:------------------- ---------__—_ BUILDING CONTRACTORt_____________ ------------------------------- PLUMBING CONTRACTOR ___________..__ ------------------- AND ADDRESS% -------------------------------------------- 7,2 TELEPHONE NUMBER: _ ____________________________ STATE LICENSE NO: — — ------------------------ TYPE OF BUILDING% -------1P5.�i���?l?�=------------------..___ SINKS SHOWERS LAVATORY _WATER HEATERS ____________BATH TUBS _____DISHWASHERS ____________URINALS DISPOSALS ___________^CLOSETS ______ _WASHING MACHINE ____________FLOOR DRAINS SHOWER PANS OTHER_______________ TOTAL FIXTURE COUNT% x 83. 50 + 815. 00 = 8___________ -----------------; OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 J BUILDING AND ZONING INSPECTION DIVISION z_ CITY OF ATLANTIC BEACH, FLORIDA Z- _ ELECTRICAL PERMIT ` J a Date 2- Fee $ Permit No. J LU Location CLUM SW IM cc C Between and This is to certifv thatR J n a +hi . r=pii7p tMR�I v... W (Electrical Contractor) (Master Electrician) LL E, . has permission to install Electrical Construction as described herein in ce a. LU accordance with the provisions of the Electrical Code and regulations u $ of the City of Jacksonville, and subject to the information shown on the LU application, drawings and specifications which are made a part of this ; Y permit. t— for LU Type of work: ' o SERVICE: ' _' a s H u Feeders: "' Outlets: O Receptacles: v W m Switches: N Incandescent: _ Fluorescent: Appliances: Air Conditioning: Motors: Transformers: Signs: Miscellaneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY MONTHS PERIOD, PERMIT Electrical'ins ection Supervisor BECOMES VOID. J S ILDINQ ANC+ ZONING INSPECTION DIVISION CITYOF ATLANTIC BEACH,FLORIDA h TL CTRICAL PER, t x.Y v� Batefee $ Sew Permit Na. n location G Between ,and � This is to c i tSam: Moctrkal torttiactori (Master Eiectrictart), has .permission .to install Electrical Construction as ;described herein in �c accordance with the provisions of the Electrical Code and regutrttians u of the City of lacksanville, and subject to the information shown on the w ' application, drawtn4i-o:ncV specifications which are made a part of this permit. , for Type of"work: SEVICE: 100 Feeders, Outlets: Receptacles: m Switches:; Incandescent: r fluorescent: Appliances: Air Conditioning: ators = Transformers: Signs; Miscellaneous: IF NC3 W10 IS DONE UNDER T THIS PEtttRFN ANY ISSUED > 1�.. t MONTNS'PtRlOt©, .PERMIT Electrical „ ection'supervlsor BECOMES. C)ID. IIr 4 DEPARTMENT OF BUILDING C 6 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. '7 I J PERMIT TO BUILD 7'11 . r THIS PERMIT MUST BE POSTED ON JOB 51 •OCICKT 4t 1 n 1/12/0 Date Febrtk3ry 12• 1974, •"COAG Valuation$ 10,000-00 Fee$ 51.00 0CtI This permit not valid until above fee has been paid to City Treasurer,and is i subject to revocation for violation of applicable provisions of law. Ix j This is to certify that FAMILY PWL &=RS, RP0041957 11446 Maddarihn Woods Drive has permission to build 94 M ffM POOL AS PER PAZ Class'#cation PIMLIS RESIDENTIAL' Zone Owned by � � Lot Block 1 S/D SEA SPRAY House No. 589 CT TPPI~ 0SHTP TALE According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 10 4 O Building material,rubbish and debris z from this work must not be placed in public space, and must be cleared up and ban away by either con- t et-or or wner.. f Buil ' {ficial. l FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING 1 is ELECTRICAL SEWER WATER 3606 DEPART1I01E01 OF 8U1T.DING CITY OF ATLANTIC 90 PERMIT INPORHATI`O `` �.' LOCATION INFORMATION ermit Numbers 3606 ddre'ims X09 CLIPPEREHIP LANE Permit Types BUIL13IN1 ' ATLANTIC HEACH, FLORIDA 32233 11388 of .Work'. AUIr►�"I"ItIM - L96AL DESCRIPTION ---------- Constr. ------- -Constr. Type t WOOD F'RA.MV ot: 8 01,6bk I I Section: Proposed Use: UTILITY ,B ING To10�-ipi RNGs 0 wolSingAs 1 Codes O ubdivisid : SIR SPRAY stitnete�d Yalu »: 980. 00 Improv. Coot a eOpt9 Total Fees *30-00 Amount P t ELT.Off? rack Ties Q'11811 UTILITY SHED APPLICATION FEES I"" . E tEATI $30. 00 ddree '�' LANI ;,. i IlP1C7` FEE ►.Ct3 x CTI; FLORIDA 32233 ZWE IMPACT Fes $0.00 Phone ' O yrt C ORRA "IO t RADON Geis v-� 5% ' Name:, PO � WATER TA SQ OQ f Address: k SEWER TAP . OO A� kHYDRAULIC SNARE *04 CAU a , ioa tt : yooI 1 i?E""INSP9CT FIEE $0. 6o e' :SEC.N I NFACT FEE QT 00 NOTES: kOTIVE ALLCOWCtiETtg OFIMS AND FOOTINGS.ft, 'SE INSPECTE0 BEFORE POURING I?I"F31+AIT VOID Six MONTHS AFTER DATE OF ISSUE i r BUILDING MATERIAL,RUBBISH AND,DEBRIS ERt3M THIS WORK MUST,NOT BEAPL A, IN PUBLICS IPACE,AND MUST BE CLEARED IJP AND>HAULD SWAY BY.EITHER;CONTRACTOR OR 01►11NER, FAILU# , T� COMPLY THE MECHANIC"S!' L: EN L.A1At CANRESULT IN THE PROP RTY X11'W1 AYI110 TWIC,E POR 61,EtLDI`: IMPR4Yf11 ENTS. fTtl IAT ISSUED ACCORDING TO APPROVET3 PLANS WHICH ARE PART Of TH1S;PERM1w0 SUBJs CATION FOR VIOLATION OF APOLICABLE PROV#SIO tS OF LAW. Own .{ TAI • ATLANTIC BEACH BUILDMIG DEPARTMENT 7 77 IN is t"bYS', ti'e;,k. Addressr Heated Square Footage - @ $ per sq ft = $ GaraggShed / @ $ i/. c,o per sq ft = $ Z LECA Carport/Porch J- @ $ per sq ft = $ Deck --'.__ @ $ per sq ft = $ Patio @ $ per sq ft = $ , TOTAL VALUATION: $ Total Valuation 1st $ $ C Remainder Valuation j per thousand or portion thereof ------------------------------- ---------, Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ � C)Fireplaces @ 15.00 $ Mechanical BUILDING 'PERMIT FEE $ Plumbing �- Electric/New Electric/Tamp Septic Tank BUILDING PERMIT $ Well WATER M= CHARGE $ S,,dnr ing Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Cormection MISCELLANEOUS $ Sewer Cormection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ 0 �` ---------------------------------------------------------------------------------------------- CALCLI ATIONS and/or NOTES Y ;t 3} fi f APPROVEO CITY OF ATLANTIC BEACH f_ BUILDING GFFICB { MR 1 1 1 s r € j f Y? CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS Owner(s) :--- re------------------------------ Address: _ C %/� Pf�SlLG4e----Phone: ____1-�_ Lot # Block or Unit _�___ Subdivision: �e4q -SIP/'a� Contractor:-----5?/ ----------------------------------------- Describe work to be done: �f� / �� f (1 ��1_2LL__=SPc'-�11 resent use of building:_ z�l_��_f /__ � Valuation:------------------------------------ ------------------- Proposed use: _�1 _ /�✓_l_ _ CiL�YfC_S� Is this an addition?__A�__ If yes, what are the dimensions of the added space:---------ft. X ---------ft. Will the added area be heated and cooled?---N-2_- New electrical (or increase) ?----- New plumbing fixtures?-LL New fireplace?-&ZNew Heat/AC?---/I-/4Q-- SUBMIT TWO COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER:_ f _ Date:- - /- All Signature CONTRAC' �" � � Date:____-_-____ 7,77 i ; /�- APPROVED t � CITY OF ATLANTIC BEACH BUILDING OFFICE � ;� � f0 PR 05 1 � o AP p R N�aF 8GE i G 5lgg% t � bo v � ry3 E qg { LI 1� zip G o- c } 1! i t � S f t E j p} r 1 �p { i v f r tr f� �+gs -.,:� •' .� t�'Ate../' r ' 1661 SO dd '" 301.'.40 SNIc-ine U3138 311Nd11V 03A0,N cjjo U to r t r 'asy R ,g ,j 1 KSE 101195 3-77 MCE761• l Ih+ MAP SHOWING SURVEY OF LOT--A—BLOCK AS SHOWN ON MAP OF y AS RECORDED IN PLAT BOOK gS _PAGE G�Ga SOF PUBLIC RECORDS OF DUVAL CO.,FLA. FOR Ala"V Mar CoMPA.VV ` CITY OI: ATLANTIC BEACH BUILDING OFFICE PR 0 vry Go; G G o; S I Fes. .C/. d3'4100'NS. _77 75. . E r o o � 2ro.4' �S0 60.0' � STORY STUC00 1V/ V i o FRAME FROM w ti 01VELL/NG { Y /5'EAVES i V �J61 e.0' 'v /4.5 R009 Liut oucv lVv� a" I d 1 9dlt' O 75.0 7" fo ,Q.N .S, d3'4/'DO"y!/, f'o. ..e••v v ID Y o `\ 01 .CIA14L SURVEY AMY 26. /.9B/. NOTE f0UN0 ALL /40N3. P-0c1AJ >AT/CIN 5uevEY APRIL 1-3, 1981. NO'r6 FojNp AL_4 1�7Ns I HEREBY CERTIFY THAT THE ABOVELcT __WAS SURVEYED BY LEGEND: ME ANO THAT f TNS DWELLING 0 CONCRETE MONUMENT 18 LOCATED UPON SAME AS SHOWN AND THAT THEREARE!NO ENCROACHMENTS UPON IRON Co11New SAID LcT CLARSON �'ND ASSOCIATES,INC. WooOSN STAKE SIGNED 19 B/ J O cowNEw 2',0 / X CROSSCUT L SUR FLA. a mei s 1� ¢ $ /. '•u1EL ' y d j y X—X—FENCE t ' F.B.NO. Mr^ 'k APPOVD '0ITY 0 AT�LAN CEBEEACH C`^ _ BUILDING OFFICE ( APR 0 51991 �ti} «a�tan tinu rl� MAP SHOWING SURVEY OF f1, LOT-4-BLOCK / AS SHOWN ON MAP OF S,PRd Y I' AS RECORDED IN PLAT BOOK -" _PAGE d�--L IOF PUBLIC RECORDS OF DUVAL CO..FLA. 1 l FOR—,VFW Mer e'OMR4,vv 1 j r�7 v� Lot G Lot S Lerma — — 0� ,cI8j"41Oo'S. _ �Ze EA EVENT ,If O Q� GO.O' C 1� \7 o /-57ORY srumo)v/ F/7 e' 4ME FROM q y I ti DWEL L/N6 /.3 EAVES 7.1/.4 e0. ti 11,5 woer aut wwv \ W. ,4 q N E 75.0 a 9Att' na �^ o � 4a N I L SURVEY M.4Y 26, /9B/. AWE: sOUVO wu /nave. 11 OAT/CIN k/KVL'Y APZIL 13.OPI. NO'r6 rww�D AIL Ip�NS LoT LEGEND: 1 j I HEREBY CERTIFY THATTHTAPove_., _ _wtssurtveveoev / 6 ry THAT 9t __-fe6W/MT Tf/E DWELL/A/G ■cowcR.T.uoNuwaT + . 0 (/1 �,..e .l -. 2 ^, ,•j, 1 VATCO UPON SAM[AS MOWN ANO THAT THER[ARENO[NCROACHM[NTS UPON 0�ReN cORwtw sAIC Z CLARSON fNo ASSOCIATES,INC. Oweoe...,AR. SIGNED �{J,4OC.V ? 19 O co RR.R @Pg� 0s 1 d.-� ,E /••: 70' L Xcess cv. RFw X–X–•rr.c. P.S.HO/7t X PO 4" /� OWNER BUILDER PERMIT AFFIDAVIT State of Florida ) City of Atlantic Beach > SEF/ARE MS, the undersigned authority, personally appeared _�L�C�,��_s__ jQY--- who upon first being duly sworn, deposes and says: I, �/_� �� '__ S _��_✓��---------- and the legal owner of the following property,:/ Subdivision S&a S� /_________ _________ Block ----,____------ Lots AKA I am applying for a building permit pursuant to the Owner Builder exemption set forth in Florida Statute, Section 483. 103. Florida law requires that I have been provided with the following DISCLOSURE STATEMENT: DISCLOSURE STATEMENT. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of $25, 000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within one year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. Prop ty Owner Sworn to and subscribed befor mth s e _ ____ day I ILA. 1941 LAW! NAMCO PONY Ae Fs 713.13 41, If (fo=n WnrenWnt 004P^09 W Ot,PL1aA7t1 go Wh= it MV caxuPr><t: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. (; Description of property....... �»�......... ........... ..��.. ,z ...../....................S,.JS.� . /.......S. .r ............» Ll `. L. .»..r.....1.....1�.. ...}'�.t..e:..........11.2;:7 �,...._..1 .. ..� »rf.Pee .»........................................»...................................................................................................»......................»......... �..'..._.....» General description of improvements...1,1.f.... /J�.......... -' ..7 ', /....(1..1r'.....»S./.....S.I�..�..C�.�. . .............?:.1.2.(.1......�.........�s�.�f..�? 1...x.5' ......5.!.r(�U.� .» ............... .......... �....!!�... (.�... a,5......................................».......»........................................ Owner............ Az../L .....(...,1..1............................................I -el... ....................................».............»........................................ ZLAddress........-`�.:.. ..........el..; �1.'.. �.Z ." .»�,�2..» ..,,� Owners interest in site of the improvement.......................................................».....................,......»»...».....».»».».»»....»»..».»...»........ Fee Simple We holder (if other than ) Nam..................,/ h .. 1... ..................,..............e.4.......1(...e......................................................................... »....»..»......... ... Address..............................................................................................................................»».....................................».......»»............»..»....»....».». . Contrador............ .. .`Q v....:................»........................................................................... ..».........»...................»..»..».»»._ Address............»..»...........»...................»».............»...............................................»............................»..... ..........»...........»..........»....�..�»....... Surety (if any)..............»................................................»......................................,................................. ............ »........».... .... Address.............»..».......»».......................».»...............................».............»...........».»..........»»...............Attauttt 40 ..»»................. .. Nana of person within the State of Florida designated by owner upon whom talions or oder doamwft trey be served Name.......... .�....»�:.et...... .......... »»......... ».... ».........»..............»................,.....»»»..»........»........»». Address.....» ..... ��.......... ,1. » f.�:.. 41P...........» `�.�......»........... ... ..»..»........».......»»..».... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (F), Florida Statutes. (Fill In at Owner's option). Name..........................................................»..........»..................................»..............».........»...».»................................».... ».......»..»..»..»........... Address.............................................................................................................. _.._....._..q....... ..........._.»..»....... ».»...»..»»..»...................... APP-1.1 CA-1-1 ON I�t)I: I�i_'�_CE .;':I) WA 1,1; S':,',1;"11.I,S 1'i_.111T ZONING: CHAPTER 28, SEC 28-5 (e) (1) In the area between the front property line and the front building setback line, no fence or wall shall exceed four (4) feet in height. (2) In the area between the front building setback line and the rear property line, no fence or wall shall exceed six (6) feet in height. (3) No person shall construct, erect or place on any property within the city any seawall or retaining wall without first obtaining a permit therefor from the city and submitting adequate plans and specifications to show the building official of the city the construction contemplated. For the purpose of this section, a seawall or retaining wall is defined to be any wall used to resist the lateral displacement of any material. (4) '�ot- withstanding any provision hereof, no fence shall be constructed contrary to the previsions of subsection (n) of this section. (n) Traffic visibility across corners. In any district, no fence, sign or any planting shall be maintained, except that which does not interfere with traffic visibility across corners. This determination shall be made by the city manager or his appointed agent, and property owners in violation thereof shall be advised to make the necessary-removal- TYPE OF PERMIT NAME, ADRESS & TEL,EPHONE NUMBER OF APPLICANT / (PRINT PLEAS FENCE OL, E:-)---------- ----- --- — WALL SEAI•,ALL IS THE PROPERTY ZONED LEGAL DESCRIPTION: RESIDENTIAL--V--1 OR C01NERCIAL/BUSINESS ? _ __ ra�r=SPE ✓ L '. ____ ATTACH THE FOL•L01,rING TO THIS APPLICATION: VALUATIONi4tL> a) The location of the building, structure or lot to which or upon which the structure is to be erected. b) A plot plan showing the position of the structure in relation to nearby buildings or structures. c) A blueprint or ink drawing of the plans and specifications and method of construction and attachment to the building or in the ground. d) The name of the person/contractor erecting the structure. e) Such other information as the city manager or his appointed agent shall require to show full compliance with all other laws and ordinances of the city. SIGNATURE OF APPLICANT . �:-�� � DATE N (_O - .e BLOCK _/ ___ AS SHOWN GN lr'A/fN P GF a v , . �� PLAT r .:>7t, 5 A aE �4G6AJF PURL RE—r)PDS OF DUVAL CC,_ r A G?. t 75. Z. 75.0 r i/ n � r J L /p 110 _7� /114711 F i DEPARTMENT OF BUILDING 4631 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.— PERMIT O.PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date March —2 Is 19$1 Valuation$ 47.000 000 Fee$ 129.00 I This permit not valid until above fee has been paid to City Treasurer, and is aabject to revocation for violation of applicable provisions of law. This is to certify that: has permission to build_ SIF Welling Classification Residential 7nne Owned by New Met Gottlpany Lot #8 Block#1 S/D S_e_a Spray House No :89 C:1 i rtjprgb 1 p Lane According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR AFTER DATE OFWTL .(Tr) �• -4 ► Z Building m t<l, rubl�I I from this wo;k at not be p public apace,° mast be cl! and hauled W*Agr by ei4W or owner. Air Bill M. Davis Building Official. FOR.OFFICE PERMIT D USE ONLY NUMBER ATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER t . FOR OFFICE USE ONLY h - Date-----`? ..2,3 19 Permit CITY OF ATLANTIC BEACHvaluation $.....f��..o o --••---••--•••---••-•-•- FLORIDAHouse *........................................................... -------•---•-•---------------•-----------•--•--............................ APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. (�/( � �,�// Date.........!.:.'A-L�..AC!4...------. t--•---------------------1 19.5.1 Owner....... -•----- ---_----_.�jlufa9N_.)._.--------Address...(_!.�O_.._- sACV....44 Telephone No..J�.'-.l.tk._'L..r-�.3 Architect-------------- ---'---_ � ` ----------------------------------------------...Address---.........---•-•----...--•-•-----...-----•---•-------....Telephone No............................. Contractor Builder.--N ---. �___�.a rAA --_-_-.-Address.114,S)6..........Telephone Lot No.._. .. B10 No.-------t---------------------Sub Division------- __...... . ;P4 Zone -IGA.....0_:W3?- &&Peet--------_------------,,Side Between...... and......................................---------------Sts. Valuation $---�� jl_________________For what purpose will building be used...�CtC ........Type of construction--.-S. :�_�J..._.�........... r ., Dimensions of Building-----------_.--__--._-.-_--.---------Dimensions of Lot.._-"'Z�__..._.x.._.....1.61.........-:Size of Footings...... Size of Piers-----------------------------------Size of Sills-...........----.--.-.----------Greatest Sill Span in ft...-------.-.----..-----.--Type Roof.................................. How will Building be Heated?& 4_L._tXC_Tm!C1..._......Will Building be on Solid or Filled Ground?-------- >r?.......... Size of Ceiling Joists------------------------------------------- Distance on Centers............................................. Greatest Span-----_---_-----........................ Size of Floor Joists-----------------------------------------------Distance on Centers.......... .........__-.-------------------, Greatest Span............................................ " Size of Rafters------- ------- ----------, Distance on Centers........ ..... -------•----------., Greatest Span............................................ This rectangle is to represent the lot. APPROVED Locate the building or buildings in the CITY OF ATLANTIC BEACH right position. Give distance is feet from all lot-lines and existing buildings. BUt IN, OFFICE REAR LOT LINE Two copies of plans and specifications shall c� f be submitted with application. 2 3 I Inspections required. 1. When steel is in place and ready to pour footinS W W 2. When steel is in place and ready to pour columna d/ a �t�~ a 3. When steel is in place and ready to pour beam. x�� 4. When framing is completed. f� 5. When rough plumbing is completed,'and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. q q 7. Electrical inspection by City of Jacksorville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance he attached.plans and specifications, which are a part hereof, and in accordance wi the building regulations of th =t' Be ch. --yam' • ,,,,,� Signature of Buil ------------ ---------------------- Address,51.`_VAIJ -----•- -- Signatureof Owner.-----_---- •--•-••--------•...............•---------•----•-----...._------ Address.................................................................................................... CITY OF ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN • 1 1 . Building Location: �+ n (TD ..-�•1N� 2. The attached plan for the above building is approved subject to meeting the following applicable construction requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal cables with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil . b. In hollow masonry unit construction, each unit cell shall be reinforced with at least on No. 4 bar at all conrners, poured and tamped with concrete; such rein- forcing shall be properly tied into the footing and spandral beam. C. All wood truss rafters (roof construction) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i .e. , roof, outer wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connection between the hous4bespby g drain and the sewer:servtce connection (.at the property line) musected ity before being covered. manager The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. 2Z PAAXP�_ Contracto wner -- Date CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE 0 d DATE LOCATION_ C'/.7'/�/�li 5•�5�/� .LAS-� 94NER PLUMBING MASTER PLUMBER BUILDER OR CONTRACTOR�,,j TYPE OF BUILDING BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATF TUB OR SHOWER STALL.(6UNITS) '�x SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) BIDET (3 UNITS) FLUSHING RIM SINK ( 8 UNITS ) ` — SERVICE SINK TRAP STAND ( 3 UNITS ) COMBINATION SINK AND TRAY ( 3 UNITS) POT,SCULLERY SINK ( 4 UNITS ) COMBINATION SINK AND TRAY W/FOOD DIS. ( 4 Units) — URINAL, PEDESTAL,SYPHON JET BLOWOUT. ( 8 UNITS ) DENTAL UNIT OR CUSPIDOR ( 1 UNIT) URINAL, WALLL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) _ DRINKING FOUNTAIN (2 UNIT) .URINAL STALL, WASHOUT ( 4 UNITS) DISHWASHER ( 2 UNITS) OZ— - ANAL TROUGH EACH 2'SECTION ( 2 UNITS) p FLOOR DRAINS ( 1 UNIT) /-WASHING MACHINE RES. ( 3 UNITS) J KITCHEN SINK ( 2 UNITSI WASH SINK EACH SET OF FAUCETS -- l KITCHEN SINK W/WASTE GRINDER ( 2 UNITS ) ( 3 UNITS) 3 WATER CLOSETS, TANK- OPERATED _ ( 4 UNITS ) LAVATORY (" I UNIT ) WATER CLOSETS, VALVE OPERATED I.AVATORY,BARBER,BEAUTY PARLOR ( 8 UNITS ) ( 2 UNITS ) LAM'DRY TRAY ( 2 UNITS ) LAVATORY, SURGEONS ( 2 UNITS) CITY OF ATLANTIC BEACH A_p CAT ON FOR PLUfABI NG PERMIT DATE �u LOCATION PL U481 NG Fl F44___-::1>G_ (J '` ` ` ` '' � ' Cb� MASTER PLU-3ER CITY/COUNTY OCCUPATIONAL LICENSE NO. / 037 _ ou) STATE CERTIFICATE NO. BUILDER OR CONTRACTOR TYPE OF BUILDING ___)CL�t," `SINKS _SHOWERS c� LAVATORY _WATER HEATERS _BATH TUBS DISHWASHERS URINALS DISPOSALS C CLOSETS WASHING MACHINE FLOOR DRAINS OTHER ---:2 TOTAL FIXTURE COUNT 1 , INSTALLATION OF PLLf4BING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLM3ING CODE. BUILDING AND ZONING INSPECTION DIVISION , O CITY OF ATLANTIC BEACH, FLORIDA 0 ELECTRICAL PERMIT Q M z Dater • i Fee $ + c Permit No.; � � _ � ;` —z:tom— -z a-T , T O J Yt to x LdCdiidn q.� 1' a M L:.'n•It ^i' C•-• t T tai' T�:h 4a'7 0 Between and Q CL Y This is to certify that O `c W Maser non(Electr cal Contractor) O '! has permission to install Electrical Construction as described herein in W °a a accordance with the provisions of the Electrical Code and regulations U c of the City of Jacksonville, and subject to the information shown on the = o application, drawings and specifications which ore made a part of this 3: 4 permit. ~ : for =�1 W O a Type of work: J V SERVICE C s f%wl its SI i. 210. A,-TS 150, 1 . :�c I?'�': 3 14, T. Q s i bo'si.A♦ ;.Yl Jti !�V N VUJ b Feeders: 1 Outlets: O U •�^ W Receptacles: f Switches: Incandescent: *^ ►- Fluorescent: Appliances: Air Conditioning:i Motors: i Transformers: s FINAL INSPECTION - 6/8/81 - Signs: Miscellaneous: ROUGH INSPECTION — — — IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: - MONTHS PERIOD, PERMIT Tlecrrlcel Insp4cTi6n Sbpervlsor BECOMES VOID. i �Y47ii� u CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-IN APPLICATION IS HEREBY MADE FOR NEW MET COMP. WATER CUT-IN AT THE FOLLOWING ADDRESS FOR S/f RESIDENTIAL UNITS (S) BGG .S-�LLE//CiC Co.rff.Y,.(�a,,b CUT- IN CHARGE OF $85.00 WATER METER,$4.00 CONST.WATER c�� C i STREET NO. 589 CLIPPER SHIP LANE. LOT #8 BLOCK X61 SUBDIVISION SEA/SPRAY ACCOUNT NO. #910098 MASTER PLUMBER DATE 3 " I METER NO. ? 7 � DATE INSTALLED x, CITY OF ATIANrIC BEACH APPLICATION FOR SEWER Com-'TIONS ACCOUNT NO. #210098 DATE LOCATION 589 CLIPPER SHIP LANE. LOT NO. #8 BIACK NO. # SUBDIVISION SEA SPRAY OWNER NEW MET COMP. TYPE OF BUILDING SIF RESIDENTIAL MASTER PLUT12ER DATE INSPECTED BY i DEPARTMENT OF BUILDING 4667 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date An-r31 13> 19.91 i% 7L o(F,T,f.. Valuation$ PLUMBING Fee$ 9.00 i d n �€/13/%'41 This permit not valid until above fee has been paid to City Treasurer, and is / anbject to revocation for violation of applicable provisions of Lw. This is to certify that DON H",'IS PLUIZING CO. I has permission to bW lingtall ISTNK, 2 i.AVATORY, 1 BATH TUB, 2 CLOSETS.- 1 SHOWER, 1 WATER HEATER, I WASHING 11AACHIN7 , Classificatio*+ RESIDENTIAL Zone Owned by NL-14 MT coup- Lot oup.Lot Block S/D House No 589 CLIPPERSHIP LATE. ATLANTIC BEACH 32233 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE �- � � ► 0 Building material, rubbish and debris from this work d not be placed in public space, and must be cleared up and hauled away by either contractor or owner. BILL M. DAVIS Building OERetal. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER �l ss ss 6,//- C= d d O d d d O 3X6 34' 6" ---------- WEB NOTES ---------- d 7= 3X5 34' 0" WEBB: 2X4 #3 HEM-FIR, FIR-LARCH, ORd o oQ p����pp� o o 3X4 30' 0" 50. PINE. o d o9TRNWR�d r� o 0 0 0 0 0 0 o ca o 0 HOLMES LUMBER COMPANY o oALP I Eo C= 6550 ROOSEVELT BLVD, oX.--- TRUSS d �n�I� -��SONVIIII~ FLORIDA 3221 p 5X5 34' 6" ALPINE ENGINEERED PROOUCTS,INC. 5x4 34' 0" P.O. BOX 2225 POMPANO BEACH,FLORIDA 33061 305-7B1-3333 5X5 34' 6" LOCATE TOP CHORD OFF-PAREL SPLICB 5X4 34' 0" WITHIN 6" OP PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 30' 0" TC LIVE LOAD . 30.0 PSF 1.5X4 34' 6" DASHES SHOW / TC DEAD LOAD - 7.6 PSP 1.5X3 34' 0" DIRECTION OP 4..f BC DEAD LOAD 1 .13 PSF 1X3 30' 0" ELONGATED TOTAL - 47.8 PSP HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC 4.00 •00 So" OVERALL SPANS PINE 2X4 TC 2X4 BC SS DEN RD 34' 6" 34° 6" 88 DEN 33' 8" 34' 6" 4 EO. TC PANELS 58 KD 330" 34' 6" 3X5 34' 6" 3 EO. BC PANELS SS 32' 0' 34' 6" 3X4 32' 6" MEASURED FROM 2.5X4 25' 5" 3X6 34' 6" INSIDE SCARFS #1 DEN RD 33' 4" 34' 6" 2X8 34' 2" #1 DEN 32' 6" 34' 6" 2X7 30' 0" #1 RD 31' 10" 34' 6" 2X6 25'10" _ #1 30' 9" 34' 6" MIN BRG L SPAN • #2 DEN RD 31' 4" 34' 6" #2 DEN 30' 2" 34' 6" 5X6 34' 6" 3.50" 34' 6" #2 KD 29' 8" 33' 3" 5X4 30' 8" #2 1 27' 9" 1 31' 3- 1" 3X6 34' 6" LOADING SPACING 3X5 34' 0" 3X4 1301 ff" 47 .0/1 .33 24 . 0' ' MRX--- PLATE TYPE--ALPINE 2X4/2X4 PITCH TLEFICRTILNOR ` G REQUIRE %TR+f C EN O � N4�N WFRNING WT �`' FIGENERAL NOTES iPHE MF �6HREOLLWEO HNOtN 43wTS 4.0/12 !PlUSSES BUILT IN LUNFURMFOCE WITH -UUHLITY CONTROL MANUAL' BY ■IPi, WRf'-ING WOOD TUSSES: COfMNIRRY AND RECCTYENOHTILR:5 - THERE SHALL BE NO YARRHNIIES OF THIS DESIGN, EXPRE33 OR IMPLIED. *TPI). SEE THIS DESIGN FOR RUOITIWL SPECIAL BRACING 3 NtkC(RTIItCAT[z� SPANS TO 34' 6' ' ALPINL CONNECTORS RHE MRFCIURIO FROM 2D GAUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTHERWISE SoU0 TOP CADRO SHRLL 'rO #IT it UNLESS OTHERWISE 5HUWN, MEETING REUUIREME NTS OF HSTM H446 GRADE A. BE LATERALLY BRACED WITH PROPERLY P17WHED PLYWOOO 4 APPLY CONNEGTCRS TO 801H FACES AT EACH JOINT HFV LOCATE RS SHOWN Sf1ERTHING, BOTTOM CHDR0 WITH °,IDI . Cct;!W_ OR BRKING , STAT( s BEARING YIDft6 HRf 4' N[X1IPii IMLESS UTHERWIoE SHOWN. DESIGN HT MAXIMUM OF f0 FEET 0. C. JO NOT JSE Tn15 DESIGN '�C � TD'I ,,� COPYRIGHT 1979 4080443 STRNYFRO9 CONFURM WITH HPPtICRBfE PROVISIONS OF .NOS 17 RNO •TPI 78 1 WITH FIRE REIFIRDANT TREATED LUMBER. ��f1ED ENG\r TPI - TRUSS Pt ATE 1NSIlrWE, NITS - NPTIONFU DESIGN 4PEC)fICRTION FOR WDOO CONSTRLCT.DN 3/22/79 DRAW# A424,0l3 { FURNISH A -`)PY OF THIS DESIGN TO E(_1'"" '^N '_'ONTtRACTOF$ 4711 . 33-30+ 7+1$- 29 HS/0 029 00000000000 4006 0008 S T 037 10 030 33 00 A 00+07 04+04 0 - - ' TOP CHORD 2X 0 So. PIPE i2 DEN KD ,EXCEPT AS OTHERWISE SHOWN BOT CHORD 2X 6 80. PINE ii KD WEBS 2X 4 SO. PINE #% This 91 Hip is designed to carry 7' 0" Jacks with no we This truss has been designed in accordance with TPI-78 . HOL P"PS LUt,11-BER ,COMPANY 5 650 ROOSEVELT BLVD. - JACKSOINW; LEP FLORIDA 32210 ill HIP 710" STBK 3x4 2Xt4 9X1[) - 2x4 #2 Dense KD So. Pine 2X yX10 I3IQ�x i --� �4.00 - - I -, -_�__ � .� l?X14 y 12x14 opt. i7X1�� 6x4 j 4x8 no "PI - I 4x12 no spl. sp1. 29-D SCtM-E - D.S7TDN Camber 3/8" PLPTE IY°E--FLPINE _ GENEML NOTES 1•XF^S T,,F rfr)(icn,i NS nN WRRNING --- mums n Ym9 r"VM Of DESIGN CRIT REF __ r- - a -, •.., r-.� ,._(;I:- ry r:r I:...,:a ra;o nrna FC7x7r.rmS r.�r. fn�irn,�r1, �rir,. IUR�re r,^SIF IN WtMING, sPrru"N r,;,, ,f ,i. M`,��A TC LL 30.0 PSF DRT1i8 f 79 Pi ESS 114 Tp;Sfi Mf evil r iN rr)wrgn*^m YIIN 1111ERITY 9Nnr:IM,. FUR GUIOWE, SFE -"RM(r9 Yy) �' �i —' r r , r-, crwrgn mNOv V —AZ PI.W irr;ITU'F rrrl), r)rtnr SNRII (a,15,FS: romENrmiY FWI i t1ffftW,r,T11LA' TC OL 7.0 PSF 4 25— ;50. -.._ t f- 1.7 1'F.NC Y Nral�F ,'i 6F t.+i5 GISIM, EXPgFS>UR :nh IED /V PIMF i7v)1. SFE IHIS DESIGN rM WIr IM70!IIO IOWA_ rt 0911 r-, i �T I-7 QMWr?DRS W r!IYaIF'�C/IIRED FRM PN YP417FD SIM RE11M, iNE ,PFCIFI MATING RMIQ.fIENt- VICRE ilk' �h i BC DL TU.U PSE ENG. W.A.R. Esrl 1 _ r—� cr1 r Ir r41`N CANT /1 111r no. rI� r nn .,� IT)"I I DOOM Mr wit "Aly nvlr c • M . TOT.LD. 111.0 P'Q/R LEN. 29-0-0 �,,,r . _) ' a:r1 •n,N m,n 01 rt FWPI IM ID IM19 IT"FS )r 11r)"', P. 'nr(PR I r eY rRr)pfgLf Ptivt Ir) •-nn IM; .� PLOMW r jRIraj' „ Irs1 Y)1'I. r?+n.'�a';SNA^ON1i115(X 1-N 1-'vER Ir)Fw�, -,wAIG111rfILINS l' rVlitS,r t f 1 ".rl r� cJ/ \� OUR.F�. 1__33 PITCH X1.0112 rrrF F, .r[)1 F4) RTMING 91Dn�, ,*' ro a T,. 1 pn m Fir ut�lr; 51 R(j ^ r. , �>r(p ENO .il a. INFn 4E IN nlr I Irlr,TH 1 11 ) q-, to IF01 D r. a<svErtt.ar SITCING 7TBj TYPE #1 ffIP +...-rfl.-'C---•.�.�.�•r w r-+a+•r.-� —.. -z+-�-w+-w'*-.:-e--1•r.�Tr-r re�C`Or^s-r_+xr..r�r.PC*ra�s�c++�-\f.�� _ _ *�r+.T/lw4Fsw't-vr.•-.� In WAn TOP CHORD 2X 4 SO. PINE 02 BOT CHORD 2X 4 SO. PINE #2 WEBS 2X 4 $O. PINE #3 This truss has been designed in accordance with TPI-78 . flOWES LUMBER ;COiN4PANY 6560 ROOSEVELT BLVD, JACKSONVILLE, FLORIDA J2210 JJ2 HIP__ 9_F o" STBK 1 1X3 qx x 3 \� 4� —12 ` ��Jt4.00 i 3X5 - -- — _— 5X7 3x5 opt. 2_5X4 . 3 7 no spl - spl. -29 SCPLE - 0.9" PLATE TYPE--ALPINE I— r- ' r_' — c-3 GENERAL NOTES . imm 71{ s,1Fr,rimirpr Dm i�RRNING rn>nEa wva+s RFTR,JRE CESIGN IT [REF r:.3 n11>pSLCN Fnq'.!;rtrirR rwR rEriNr r--lrrlrtr;FraF rrrtot:.7, r rrirrF7 !'rwE rN Is>rOt.ttir., Ern•F1r7�v nHn !. M�rTC LL 30.Q PSF5 L8 7`�. C-1 r-=3 r. r, ,RrLE35 n4 rrrvssrs raft eFmT tw colrrmrE+wcF vlrH - v,ltTrr nwcTFr,. FUR cu1lTFnrE, �E •RNFCING rmo .� . `- C 7 1-7 C-] C-1 cnwrem r11M/t. - of TRIS PLAT E19tffUrf (mu, T14FW 910t IMAT"' Cry"AITRRT MV RZD vNMft3A• 3 r �T �. TC DL ((7.O PSF -2 p, 7C'7 [_-] RENO VVIR AAE! Ix THIS DESIGN. FXPRrSS DR In-LIED MFIrf 1TID SEE THIS OFIMN FOR N1 Aa;1'!'7I71 91t4 HC DL V QP$FL/.A.N./(lA�C-7 PTr-T *;aR1ECmR:rwE'eralfKfURED rRO1t aal MutffO STEEL. TE1fMG i1! StECt� SRF"iMS RFnl:RFr4N15 iRrRE 1(V ptr tTiA r>ouR ranrlE p rN(r rwF 7O tx+>6F ,plFSS rvlp EDrfp1 11bR(:S lNf ROr FJIr DRrnfO ;TI►TC fTDT.LD. 47.Q PSF . 2J.-O-®r__7 ,IrrRYr55 %mv% X1,0`_in I- P,F wrt ISD rn Doth rw-r?or 72r ns Ar Inyinf tr dr VRr,9Ed.F NF•f•1 iFY 54'4�';ir. � WC �_.•_ TRU _� 1F1CH DINT, I�F:RIFO F!5 =MpM 1M Tl+li rM�l�'.rr OVE RrNL IfNCTW; r`11 RIC ID CEIt ING, rlfr SKILL I @+ :f�RI OUR.FRC. 1 .33 4.t3/12-A1F +'wrw v:FFTH fNn Rf;W hr. Yt(;TW,, or 'n V 7r+ff n MIX irRfi S➢WjW, nr ) FCf Nn EO r ,- : ' , �, ^'� 1!'t'Fn;F yN nVrr+f• Ir11:'ii in+ ID 9' t0r,Ei RF,PrrilVr y SPACING 24.0" I P man mmomm'm TOP CHORD 2X 4 90, PINE #2 DEN KD BOT CHORD 2X 4 80. PINE i2 WEBS 2X 4 SO. PINE A3 This truss has been designed in accordance with TPI-78. ITOLIMES LUMBER COMPANY 6550 ROOSEVELT BLVD. -OCKS.OU" ELORIDA - 32210 _ _1p_ 11 ' 0r, STBK 4 X-9 14 X 4 12 ���� 12 Q I--- / �4.GG 3X5 )X� )Xk 3x5 no 3x4 pt. 3x5 no + sple pl . Spill, PLATE TYPE--ALPINE C , 1 ,1 1 1 .-, r GENERFIL NOTES >wrf,a nr -1rElf,[r„ nii, WARNING rnrnwF, atintsnflp,1nl -.. �,. ULS11 o EF q i :tel' t r-, r-, n❑i r ',1'.'1 r.n ,. ...:, r..p ­;r ,,.. .. rq;r.r I'"t'.'•"G "" 1+r7f•7 I-W rN 0r%",T-r;, Fnn.rl!Nt Iru, �r��—�.'�,,�� TC 0 PSF 3 _ S N CR T R LL 30. DR 1'E c, r� c , r , ukuss nE ra155f5 rw IUtt r iM Uwoprt wE vim 7nli,v I,Rn m rTiR Goion r, SEE '9nT iM;yx]D �% 1- c-] r--; c:� [-) C011ltr)t raVJl+l - It Ti F4 n,s 11 iiIIUIE rli'1), Tl(gF SMq.I rm> r5. «rt�rMtmt f o REr:rmnrwin11rur;- /3 c=wPIFlcatt .�' TC OL 7.O PSF ORYG. �A4 2 5. 7 5 4 c_7 r.-, r_i c-� a NU nam»Il if [!r rills 0—,TrH. ExrRESS rx If"11`0. nl/ti ITP,l. %F tul;fF.;Illt FOR W Rr,f)rrltrrx,t 8911 r 7 �/1 r, «)U rm, W M"F,rr,inEG FRT7 fwrR MV•,lEE1 nF1FT1K ,lf pFT,IFt IltmrlW, �En),Rclsm; VrrRf Till +�� / `� RC OL 10.0 PSS' W. W.A.R. UA ,_r lF,,_j'Rin r.. r n 1. v r n ,nY nnr rrrtKt .moo t,n FgTTrw+ r3i1" nrx tlrll fiAIV llw:r •r ,n, i y.y ., .. .,.. •^p r �nrnatr ., r4Y'f!+1, rrv�.li9 snw r�/lOa1DA ,4v, TOT.LO. 41.0 PSF 0/R LEN. 29-0'0 ,. 1�1�;�,� Ir , nnr �I�x 1111A.) �,pl1 NOt�.FRr. 1 ._33 PITCH 4.0112 � r ,- r u i• 'mr•*' xf n .p TO i-tan # :, n x a w. M" , r,r r r••r _�Eo ET'r _----- --.-- ,� PAC IN f, TOR CHORD 2X 4 80. PINE #2 BOT CHORD 2X 4 30. PIKE 02 RMES LUMBER OMPANY WEBS 2X 4 80. PINE #3 6550 POOSEV;Tt JACKSONVILLE rL4`14iak 'j. 1 This truss has been designed in accordance with TPI-78 . 13' 0" t4XR 4X4 1!\J,\ 2.5-X4 l 4.00 3X5 2.5X4 5X0 1X3 , 3x4 opt. !1 3x5 no spl. i spl. — i - —23 -0-0 ---- ---- ---- tt:RLE�'Mm PLATE TYPE--REPINE T--1 i-' --' = 1-' � GENERRL NOTES . uRF*s iw gm,FttrTTtrs f1 WRRNING Tmmnc 3Fitimsl�M'raF RESIGN CRIT REF C_7 f--1 TRIS UF.SIGN F(A LUTRIFA RND It PINE CONECTUtS FIRE FOLLDWFO, AW; ![1REfE CIWIF IN HF*' t.INF., ERECTION a,o \�►+� e. 'A'4 TC LL 30.0 PSF I 79 C7 o n F--Y PRESS THE TMASF! PRF QUILT IM CfWOIMINCE WITH '1LFUTY eRFCIN:. FOR MIDfWE, SEE '"'WINO YITI)o `I- iy G7 F"7 C"7 n "a:'RS1I n,NJn. - 1T SR'U9S PLPTC 7NSTITUFF. Rf'!)I TI(PF 91aii iRllSiF4� COflFNiraT FT1q RFCpvIETFORiICW;' 11,cc TIi1CATE f Tt�. t/C 7.0 PSF RVG. A4 2 7 - O r-1 OF.NA VRRPRNTIES OF THIS pESIGN, EXPRESS ON IMPLIED. REPINE (TPI) SFE rots OFs1.N r0R nNy AD�1FIOW4, No 911 OC DL I0.0 PSF ENG. 0.R.NI�AG Ff`P^V-7119, PRF rrMIFTf;T1AF0 FRT FSM IFNIFFO STEEL TEFTIW.. THE `A'FCill- MnCINC RFDJIRFIFNTi WfFW TDP tr F1 a L ` F II OI)IRFM IDIS U MIM;WK ;RSIM R IIIFY TWIT M GIMICF IM-FSS .nal MOTIF-IM DICALJS PRE NOT FULLY f)"..FT) STATE S > TOT.L0. 47.0 PSF 01R LEN. ZJ—(�-0 Of11FRYI SF �W)Whl RNO IMI or 141"111) TO 80tH FAC i M TWrS At LPTFRq I Y RY PRfWERLY FiP:.fFO WP1111K. Afo VL Ott IA W OUR. ���f }y+ TRUJg F--� FRCH /1111!, ICCP IF()p, sH01M ON Tot:1#SIf,N, OVFRFM,I !ENC rNt "R RJr;IO CF!1(M:, iliY S,aM_L RF RRfVJD R! C \�� OUt.FRC. 1 .33 PITCH 4.0/12 1- eFmtw. FrrN FNn RFrxt!-r R10rif5 uP rO R-1nr Rr o Mn x 'i�+ 101fli W. TJr 7 cFTr rwT; �rf1E0 tHG -, n - r r_, 2 ! E� n Fr mITTIF7 n. IN F 'f^vlRr I IFy:,o .g '0 q- n rrFr n .. cn;rs.:,1v,. vPHCING 2t�.0� TYPE I! 1 P .swr-nnem�� - - #1474A HG/0 17 00000000000 40/6 00/8 S T 37 10 30 33 00 V 06+31 06+06 0 TOP CHORD 2X5 SO. PINE t2 THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: BOT CHORD 2X8 SO. PINE 81 XD fRox ONE SIDS--38' 4" or SPAx !`RAxi= TO THE SOT CHORD WEBS 2X4 SO. PINE i2 OPPOSITE SIDE-- 3' to or SPAN ?RAmiNG TO THE TC/BC. SPLIT GIVING A TC LOAD OF, 143 PLY AND A BC LOAD OP 388 PLT SHO LMES LUMBER COMPANY 6550 ROOSEVELT BLVD.' ,&A JACKSONVILLE, FLORIDA 32210 2 0r1PLETE TRUSSES REQUIRED WITH 16DLNAILSIS/lsPPLIED, FASTEN TOGETHER ___- _ _- _ t TOP CHORD 16D NAILS at 16" o. c. WEBS 16D NAILS AT 12"0.C. BOT CHORD 6-16D NAILS every 201' t #yr j 5_9_0 i WRE" Fw 3-4.5 6-3. 1 1 4 ,00[ `- 14.CQ 4 - *2,0 4-12.6 k. 8" min brg. 8" min brg. 17 -2.0 KALE -0.5000 PLATE TYPE--VIKING FURNISH A COPY OF THIS IIESIGN TO ERECTION CONTRACTOR a cfrs T)fsF Si' IFICAUM TRUMc "Plif Sri DESIGN CRIT Tpj—78 REE GENERAL NOTES fut 'u" +Pia .rhe WARNING fN ra.twc, EA6c7lu" 9. C c� r �_ ` Mrd'. TC LL 30.0 PSF DATE COMiEL TOMS NE FyEliAQO fINO i+E TWkbyk.5 Bull IM GOK ORxfilfi}: fIND 64fLING. SEF 'BNT tG' 4Efi'1C i+L NCfC y�pM r 1 Ct" ''-X^Aff Mkllta w fE"ET sif: , U&M fAai t} w ,W'6.ES. MENTMI ANZ Akc3tf'47tG/ifia4' ri 7 �J �^y /� •`� sr�1 e u7 Y171MWIES rf Tws 0(slw lwltss ON Im ito pullf •Ifl,SkE lius iES1W F0N OWITIU" vfcfk "r rt TC OL / .0 PSF ORVGi V 1 ,040 +.L30" tTJNS$K hBFaKTTIRtO FW M 6 WW MOINJAD STEEL *KA6 NEOUSNEMNTS. LMESS OT)fFANf5F i111 { {� �y� +l� MESS OfYtYY 37k 9di{kN ItEiIK NkfJlIRLtE)ITS DF lGlh HWki itf3YN. 11f'CtgiG+7iil,i 3k LATEiMt1T WfLCG 8C OL 10.(0 PpSF �rlt7. i�'y�"'� *K f caftcfUY5 4 N(111 Has fu tFul Allo iii, tit Ptl}PEit T AITAUCO ?LTNI)fi)3k"1h3NG, s� 4 TOT,LC}. �.(J PSF O!A L£N. 17-2-0 —m v F,3i ri 7Zt Y NGP;aiat Jl:SS 'at! a t WH 41610 all Dr.OA 3"D4 s+` f i,.CJ1F{ate '4 I.T,> V .�,._ AT ".ftf 4 u f1 0. OL 140 6f _,. �`,;, G,�` aLp.Fx. 1 .33 JPITCH 4.0/12 FORM 900 AND-901 -123 _ _•._.-. __�_. �.___._....m.,_r._._...—._�.�.._�. a µ.�.....a a ., .:.�.__"..__._r... _.'.._... ..__. ___^_-_ } oF��Fwt4TF FLORIDA MODEL ENE.RGY' FF1C EkY CODE FOR BUILDING CONSTRUCTIOR BOB GRAHAM SECr1'!{)N �9 � GO Y NOfft ENERGY OFFICE rcoo GOVERNOR POINTS,METHOD C X HESTER,DIRECTOR ,PREPARED BY: BRASHAM ;KUHNS DERAY• CONSULTING, ENGINEERS PROJECT NAMEJURISDICTION AND ADDRESS ►SAL-�� BUILDING PERMIT-NO- BUILDER Nt-F Ll '{ OWNER OOIIF •Y@LOS.OFFICIAL TO'tt ALES,IR By mols"R STATISTICAL* DATA izoNgpi _ IrLC I 171 HEATING SYSTEM TYPE TWATER YSTEM TYPE ca« R Of UNITS STRIP ATT GAS OIL SOLAR ELIC. T SAS OIL CRst fRAMi ❑ ❑ ❑ 1 ❑ 0 ❑ ❑ , . THIS DATA TO Of DIRT TO THE GOV911110041jafiFFIca OT Tom O ICIAL UPON RtO1RtT BAK MJDKT COMMON MIALLi COMMON ROOF MAXIMUM ALLOwEO XS _ Xlt : PRO" APP8mx t FtMER TOTAL POINTS MAW ORtATtR OAVIMOS EPI CERTIFIED BY: EPI t. -9D DESIGN CREDIT POINTS( 9E DESIGN PENALTY POINTS(PP) CEILING FANS (IN COMB.SPAC191 I PER FAN WASMEII AND DRYER (w Comm @PON _3 SWARATtO BY MULTI ZONE AJC (Op"Abu DOOR 5 MAX-OPENING Of GLASS(40% 5 oll:oR «oRt OPERABLE WINDOMS(slot or Room� PERROOM WHOLEHOUSE FAN (1.t CF«/si) 5 TOTAL FA/C PERSCRIPTIVE MEASURES CK FOR COMPLIANCE SECTION CHECK SYSTEM EFFICIENCY 503.4 DITIONING CONTROLS 503.7 CT CONSTRUCTION 503.5NSULATION � 503.10 tYtTMEATE t (ASM AE So-T0 LAMS 604.:NS POOL•< $04.2 clTOTAL FLOW RESTRICTORS 504.5 INSPECTION FF-CORD BUILDING PERMIT P 4631 ELECTRICAL PERMIT # 3155 PLULIBING PERMIT# 4667 JOB ADDRESS 589 CLIPPER SHIP LANE. CONIRACMR NEW MET COMP. OWNER NEW MET COMP. TYPE DATE RF-[MARKS INSPECTOR FOU ZPTION FOUITNG ! SLAB PLUMBING (R) S E1 ER DOD a a 1 i 1 i 1 1 I 1 I I ! I i i �I i ii INSPECTION 3ECORD BUILDING PFJiMIT P 4631 ElEC'IRICAL PERMIT 3155 PLUMING PERMIT# 4667 JOB ADDRESS 589 CLIPPER SHIP LANE. CONTRACTOR NEW MET COMP. OWNER NEW MET COMP. TYPE DATE RF2 ARKS INSPECTOR FOUNDATION FOOTING -2-.541 SLAB - 5�/ tom• /+�• d PLUMBING (R) "11-109-le �t/•� .�ttv SE1,1ER I-EleORARY POLE LI.NTEL/Br,AT�I 7 � Aw4 • COLU VN ELECTRICAL(R) PLUMBING (F) FRAMING ♦ �� ELECTRICAL CAL (F) FINAL � � t 4