The URL can be used to link to this page

Permit 1869 Beachside Court fit v.krrtiftratr of (Orravattry CITY OF oftiva - Rai& Eppartmrnt of 'Nuilding Jnopr,rtion This Certificate isstied pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Bldg.Permit No Group Type Construction Fire District I" Owner of Building _ Address Building Address By: -- ij{•T�' Building Official Date: POST IN A CONSPICUOUa •LAC[ BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: AUril 28, 1988 Building Contractor : Seda Construction Co. Building Permit Number: 9374 Address: 1869 Beachside Court Legal Description : Lot 11 Beachside Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Lowest Floor Elevation: XXXXXX required as built n/a i�t�. Zcec� Sales Tax Certificate: ___________j�1 C� 1 submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: ��jj Fire Chief _-- 4/28/88 _-_-- c `7` 4 --- ( � Public Works 4/28/83 Planning Director 4/28/88 Building Inspector 4/27/88 ADDRESS ] �' ,�_ �_ CONTRACTOR___,�d -�i��2�/V�i�i •ryri� OWNER BUILDING--—37v MECHANICAL_ _3 7S PLUMBING-_/ 37& TEMP POLE6��O I_ MISC------- ELECTRICAL��47�/ __ _ ____ ELECTRICIAN__JAO,Q -t�(�1_ DATE FAILED DATE PASSED TEMP POLE JEA______ FOOTING ROUGH PLUMBING SLAB ----------- ----------- -- - FRAMING -h_��1�.,��4.-_ 3 �8b _ MECHANICAL/FIREPLACE _��1►1_�4 _ __JL �l�a __ TOP OUT PLUMBING ROUGH ELECTRIC FINAL ELECTRIC ----------- ----------- FINAL BUILDING ___________ ZA ELEVATION SUBMITTED ----------- ----------- CERTIFICATE OF OCCUPANCY DATE ORDERED DATE ISSUED 1 DEPARTMENT OF BUILDING 9375 3 7 5 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. �7 47 i f PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I' Date December 28 ig 87 Valuation$ Fee$ 44.00 144,0 T OOCKTr This permit not valid until above fee has been paid to City Treasurer,and is 9 Iti s f subject to revocation for violation of applicable provisions of law. OCA r This is to certify that GRIMMS HEATING & AIR CON q i 100111 I has permission to install hpsttfair Classification New Residential Zone RG-2 Owned by Neal King Lot 11 Block S/D Beachside House No. 1859 Beachside Court R According to approved plans which are part of this permit f NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,I AFTER DATE OF ISSUE �-----/' 0 Building material, rubbish and debris zq from this work must not be placed in public space, and must be cleared up and hauled away by either con- or owner ti ilding Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER i ` WATER I • BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. 3 LOCATION Street Address: flo e OF Intersecting Streets: Between S' . t'C0 And pQAQ S/OA 95tiy BUILDING Sub-division 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 part hereof and in accordance with the City of Jacksonville ordinances and standards of goodpractice listed therein. Name of Mechanical Contractors Contractor (Print) 2/��S Master O v1 Name of Property owns Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON 4 Electric THIS BUILDING OR SITET Q Gas—D LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT Q Other— Specify 3� IV. MWH�LAICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ❑ Residential or ElCommercial 41- Most [3Space [3Recessed 0 / Central O Floor ❑ New Building 10 A;r Conditioning: ❑ Room at Central ❑ Existing Building 0 Duct System: Material__ / Thickness 11Replacement of existing system Maximum capacity c.f.m, ❑ New installation(No system previously installed) ❑ Extension or add-on to existing system Q Refrigeration ❑ Other — Specify 0 Cooling tower: Capacity Q Fine sprinklers: Number of head Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q .6aoline pump■ (number) (Beeeiwd) Q_ To (number) Remarks Q LPG containers (number) Q Unfired pressure vessel Q IlloiNrs Permit Approved by DN+ Q Other — specify Permit Fee LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT capacity App Number Vaft. Description Model Number Manufacturer (Tons) 1111 d DEPARTMENT OF BUILDING +a CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO, 9 a7 76 PERMIT T4 BUILD THIS PERMIT MUST BE POSTED ON JOB Date December 28 19_8Z ""•C;I°CIT Valuation$ Fee$ 52.00 -3 5 1`' 1 A 1 /19/0 9376 onnCAV This permit not valid until above fee has been paid to City Treasurer,and is 3510 1 A 1 /19/1 , subject to revocation for violation of applicable provisions of law. I nnn This is to certify that Claude Jacobs Oltmtbing,Inc. CFCO22587 has permission to b7E install nitzmbing - ! Classification New Residential Zone RG-2 Owned by Neal Kinx Lot 11 Block S/D Beac Le ! House No. 1869 BerachsAde Court. ! 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 �----# �---► O Building material,rubbish and debris f ZA from this work must not be placed in public space, and must be cleared up and hauled away by either con- t.ractq* or owner. $s ing Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER 47,59111 ' i i ,t'(i��'ji�,t'�'li I, • , ' ,' ' i .. � r,vi�r�l•�r • CITY OF ATLANTIC BEACH APPLICATION. FUR PLUMBING PERMIT LOCATION J�ti ; ,K1j PLUMBING CONTRACTOR + 0L-�'�c �- r' LICENSE NUMBERSC�,: ' j t �„t• OWNER 1y ley; BUILDING CONTRACTOR P3 ,l I ;! TYPE OF BUILDING SINKS l l SHOWER LAVA'T'ORY , .1 WATER IIEATERS ''{ BATH TUBS + , DISII.WASUERS t ; URINALS ' I DISPOSALS * 1, ti, 't.•+,r,,'Ilt�� '� � � 'i r' i '',' (}}I il ,'�t 'r.l.I i ,?� CLOSETS ,, WASHING MACHINE is : FLOOR DRAINS ` OTHER p r t.l l NOTAL FIXTURE COUNT I..r{tiy,.;1, t ,'�,i, ,� I �•�', v. �yp^�� ' '{r (f,' T .:'fir ? f 'INSTALLA'T'ION OF PLUMBING AND FIIYTURES 11UST', BE IN ACCORDANCE WITH ii MOST RE,CEN'.I' EDI'T'ION OF TILL SOUTH.CR.N STANDARD PLUMBING CODE. • r ,� ,,•. � n `,' )Tit ' '( Q. FA ,1. i !_Elly�•`; i ' ..�' !'rrd i!'' ,I`I 1• I r ,I' (1 i. 1, t t j ,{, CITY OF ATLANTIC BEACH No. 0334 FLORIDA .Tan 14 19�g NAME Seda Construction ADDRESS CITY Credit Acct.01-369-9000 AID, JAN 1 Re-inspection fee - 1869 Beachside Court $10.00 AV When Signed, Dated and Numbered, This Becomes an Official Receipt , MAKE CHECKS PAYABLE TO Received Payment ale CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF , apt &4d- j&,ada 1 Office of Building Official REQUEST FOR INSPECTION Permit No Date A.M. Time• P.M. ict / Recewed Locality — JobiAddress f /1 Owner'- �� ( („¢,ti d� Contractor Name MECHANICAL BUILDING CONCRETE ELEC'TRICAL• PLUMBING Rough ❑ Air.Cond.& 11Framing ❑ Footing 11Rough Out ❑ Heating ❑ Temp Pole Slab Re Roofing ❑ ❑ Final X Sewer ❑ Fire Place ❑ Lintel Pre Fab READY FOR INSPECTION A.M. Friday_.-----P.M. Tues. c— -" TT"� ' Thurs. Mon. J A:M: Inspection Mads r Final Inspection❑ Insoector Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA Approv"bV APPLICATION FOR ELECTRICALPERMIT T TO THE CHIEF ELECTRICAL INSPECTOR: DATE: It, 19 ed' IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME L t7 �' �r h,�s ADDRESS: LOQ)-)289chs w-c r-�- RFD BOX BLDG.SIZE BETWEEN: . k . RES.to APT.( COMM.( ► PUBLIC( ! INDUS. ( ► NEW( i OLD( REW.( 1 ADDITION ( i TRAILER ( i TEMP.OQ SIGNS ( ) SO. FT. SERVICE: NEW 04 INCREASE( REPAIR ( FEE CITY OF ATLANTIC BEACH, FLORIDA APv►ovw by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: BATE: 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. urd €LECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME.? e a Go.J 5 i ADDRESS: l 96 9 c ac.� S;o t C."f' RFD-----"X BLDG.SIZE BETWEEN: RES.�xi APT.( 1 COMM.( 1 PUBLIC( F INDUS.i 1 NEW% " OLD I 1 REW.t ADDITION ( ) TRAILER ( 1 TEMP.i i SIGNS ( ) SQ.FT. SERVICE: NEW(x) INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE v %&P AMPS 2 Oa COPPER I ALUM. SWITCH OR BREAKER 2oz AMPS PH .3 W Z-30VOLT RACEWAY LXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN ITOTAL O-$O AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES 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 910LLANEOUS tr'�Ai� . g i988 W Building and Zoning 1 5 — 3 — ) Z I v r A N � 1 IL • CITY r) _ BUILDINt; OF: I ACH y �r M 1. �r0 >� 594 . L Z �H f 2- O N J C-'-r4 e,, d- S KS - Rr - zS - S C7 t IMPORTANT! THIS DRAWING MUST BE APPROVED AND RETURNED BEFORE FABRICATION WILL i BEGIN. FOR YOUR PROTECTION CHECK ALL DINAENS'n:.. -..,r� 1IINS. BY ')AT E —. FREGARDLESSOOF RGE%I WIL+ ;OT RE ACC`-PTED, I)Q r�� i ..1SS�S FAULT. WITHOUT PRIORANY UNAUTHOR'UP MODIFICATIONATIN BY CUSTOMER WITHIN WILL VOID AL1 RESPONSIBILITYURS AND INVESTIGATED BYSONS INC.G OF TRUSS MANUFACTURE " JOBS 3173 ♦248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 SO. PINE t2 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING n BOT CHORD 2X4 SO. PINE t2 DEN 19X USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING i WEBS 2X4 SO. PINE t3 19% CODE. DESIGN WIND SPEED IS 1114 MPH AT 31 .72' MEAN HEIGHT, Lo THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.5' END ZONE FROM UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO _FOUNDATION THE EDGE OF THE ROOF . S CD UPLIFT LOADS: 679* 54$t X. LOCATION: 0-99-00 12-94-99 NOTE : 2X'4 t3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM O? S' CHORD BRACING 0 24" MAX. O.C. REQUIRED. ATTACH WITH o NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL v TO BE SUP-PLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE p ALC PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUPPORT BY ERECTION CONTRACTOR. co TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION, SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " TC X-LOC L-R: 9.29 6. 17 12.94 SINGLE CUT WEB t-BC: 1 BC X-LOC L-R: 6 .29 6. 17 12.04 REFER TO DRAWINGS W193 AND W104R FOR OVERHANG DETAILS. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12" ) AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 35 i'ru:Iucc y = � Ll Lanz Ave..u, 12 12 -� %fEN �i�r-4 6.OD� 6.00 45 24 4.00 4.00 2q 12 12 5-2-0 6-2-0 6-2-0 6-2-0 R-567# V- 3.50' 12-4-0 OVER 2 SUPPORTS R-567# W- 3.50' PLATE TYPE--WDODLOC SEQN--203963 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.8 SCALE - 0.5000 = Q p = � O FLPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REF - *l MPORTRNT** SHRLL NOT BE RESPONSIBLE FOR ANY u RRN I NG IN HANDLING, ERECTION AND E�`j,irtrii,y�4 GA�RU�S DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE 'BYT-76-,[BRACING WOOD TRUSSES: . �(ci...... 49. TC LL 3O.O PSF DATE 01/27/ 9 QTHIS DESIGN OR RNV FAILURE TO BUILD THE TRUSS IN CONFORMANCE CONIENTRRI PND RECOMMENORTIONS-•TPI). SEE � �'(.PITH flE 'QUALITY CONTROL 7iWURL" BT iPl. REPINE CONNECTORS iH15 DESIGN FOR FV]D1T10NRL SPECIAL PEkMR- JamM�� '•,yTC DL 7 ,O PSF ORVG HCUSR159 88027008 ARE MFMIFACTLREO FROM 20 GAUGE GRLVRNIZEO STEEL MESS NEWT BRACING REDUIREMENTS. UNLESS OTHERWISE = BC DL 10.0 PSF HC-ENG OTHERWISE sM10WN, fEETI NG REOJIREHEIVTS OF RS TM R446 CRRCE R. 514OVN, TOP CHORD 9TRLL BE LATERAL LT BRACED3i79�APPLY CONNECTORS TO BOTH FACES RT EACH JOINT ANBD LOCATE RS WITH PROPERLY ATTACHED PLYYDOO SHERTHING, TOT.LD, 47.O PSF 0/R LEN. 12'4-O Q SNWVN, BEARING WIDTHS ANTE V'NOMINAL UNLESS OTHERWISE SFDYN. BOTTOM CHORD WITH RICIO CEILING OR BRACINGc •.� �?,''`ti�FpDESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS /f �`1• OUR.FRC. 1 .33 C7 NOS AND TPI tPtT1. OESIG+! WITH FIRE RETARDANT TREATED WnBEA. �FREDC ;,r'', Q O •-•TPI - TRUSS PLRTE INSTITUTE NOS " NATIONAL DESIGN SPECIFICATION FOR WLpO CONSTRUCTION SPACING 24.0' TYPE SPEC- r. JOB: 3169 #248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 SO. PINE t1 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING n BOT CHORD 2X4 SO. PINE t2 DEN 19% USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING C WEBS 2X4 SO. PINE t3 19% CODE. DESIGN WIND SPEED IS 110 MPH AT 32.93' MEAN HEIGHT, In THIS TRUSS MAY NOT BE LOCATED WITHIN A 4 .5' END ZONE FROM UPLIFT CONNECTION - ANCHORAGE CONTINUOUS Td FOUNDATION THE EDGE OF THE ROOF . Ul UPLIFT LOADS: 498+* 1110* 280* cc X - LOCATION: 8-80-00 14-11-12 30-08-08 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM m CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH O NO WANE, KNOTS , SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL v TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE CD ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT- AND SUPPORT BY ERECTION CONTRACTOR. v TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. " TC X-LOC L-R: .8.29 5. 76 11 .00 14 .83 22.07 29.71 SINGLE CUT WEB i-BC:3 ;2 ENDS[ 1 ,5,7 BC X-LOC L-R: .0.29 5.76 11 .00 15.00 22.07 29 .71 BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR SHIM ALL SUPPORTS TO SOLID BEARING. TO INSURE PROPER ERECTION. 3 1x4 N3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY REFER TO DRAWINGS A103 AND A104 FOR OVERHANG DETAILS, SPACED. ATTACH WITH (2) 8D NAILS. BRACING MATERIAL TO BE SUPPLIED 2B AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION 2P CONTRACTOR. ALL TOP CHORD SPLICES OCCURING BETWEEN PANEL 6.00 6.DO POINTS ARE TO BE LOCATED AT APPROXIMATELY 24 * 44 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 13 27 i 45 3.26 D 12 Produced By Y 13 24 GRANGER & SONS, INC u$o South I.we Avenue if�iT1(. „a I-41 r6 IlVI ei IDA) 70 15-2-0 17-O-0 19-0-0 14-11-12 15-0-4 30-0-0 OVER 3 SUPPORTS R-6910 W- 3.50" - R-1383# W- 3.5D" R-6914 V- 3.50' PLATE TYPE--V000LOC SEON--203961 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.2.8 scRlE - 0.2500 p p O q 0 ALPINE MINEEREO PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT REI= - - **IMPORTANT** %ftL NOT BE RESPONSIBLE FOR ANY WARNING IN HRNOLING, ERECTION AND ._```� ' 0Aus oEYtfl(ION fRon iNESE sPET IFICRTi0N5 oR ANY DEVIRT(ON FROM BRACING.SEE 'BY7.76',!BARGING YOCO TRUSSES: ,•\(,ION BBo., TC LL 3O,O PSF DATE O1/27/86 THIS DESIGN DR RNY FAILURE TO BUILO THE TRl1S5 IN CONFORMANCE CDMMENTRRY RID RECO'1MENDATIONS-.TPI). SEE tlYITN TrE •WRL[Tf CON(ROI.Yf�iM1L' BY fPl. REPINE CONNECTORS THIS oESIGN FOR RDOITIOKML SPECIAL PERJIR- �' •'P 7l+ • TC OL 7.O PSF DRVG HCUSR159 68027007 14 ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE d" D,34794 , gC DL 1O.O PSF HC-ENG OTrfRV15E SNOVN, MEETING REO,lIREMENfS OF ASTM R4V6 GRACE A. SHOVN, TOP CHORD SHALL BE LRTERRLY BRACED fRPPLT CONNECTORS TO BOTH FACES RT EACH .A INT R1JJ LOC RTE RS PITH PROPERLY ATTACHED PLYWOOD SHEATHING, �7"�+ 'S �i--�' TOT.LD. I{7,O PSF 0/R LEN. 30-O-O SHOWN. BEMING YfOTHS RRE q'NOMINFI. UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING %AfI QrpDESIGN STPNORIDS CCNFDRM YIfH RPPLICRBLE PRCNISIONS OF RS SPECIFIED ON OESIGN. 00 NOT USE THIS � ; DUR.FRC. I .33 P oc� -NOS R.O .TPI [PCTf. DESIGN VITH FIRE RETRRORNT TRERTEO LUMBER. fUPCD�(,NV.r _ _ C� C� ,--TPI - TRUSS PLATE INSTITUTE, NOS • NATIONAL DESIGN SPECIFICATION FDR VDOD CD11-S TRC--- -R/ ••"''��"' SPACING 24.D TYPE SPEC- iQj., -JOB: 3161 *248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 SO. PINE #2 DEN 19X THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING n BOT CHORD 2X4 SO. PINE *2 DEN 19X USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING C WEBS 2X4 SO. PINE *3 19X CODE. DESIGN WIND SPEED IS I10 MPH AT 32.93' MEAN HEIGHT, N THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.5' END ZONE FROM UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO' FOUNDATION THE EDGE OF THE ROOF . � UPLIFT LOADSi 760* 860 X - LOCATION: 0-00-$0 22-00-00 NOTE : 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM a) CHORD BRACING 0 24" MAX . O.C. REQUIRED. ATTACH WITH CID NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN -- 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD .THE PLATE CONTACT AREA OR SCARFED AREA OF NEB MEMBERS.- IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL v TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE � ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT 'AND SUPPORT BY ERECTION CONTRACTOR . t11 ITOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ,SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " TC X-LOC L-R: 0.29 5. 76 11 .00 16.24 21 .71 SINGLE CUT WEB *-TC: 1 ,3 BC:2 BC X-LOC L-R: 0.29 11 .00 21 .71 REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. ALL TOP AND BOTTOM CHORD SPLICES' OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 34 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12" ) AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. '2 9.00 ProduCed By _RaNGER & SONS, rN0 South �' .QFC FiveIItic � ivIIe •781-4 116 �5.00 25 25 J y7 11-0-0 11 -0-0 22-0-0 OVER 2 SUPPORTS R-1DD74 V- 3.50" R-10074 V- 3.5D" PLATE TYPE--VOOOLOC SEON--203958 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.8 SCALE - 0.3750 ALPTNE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT REF C7 p p d p **I MP ORT RNT** SFwLL NOT BE RESPONSIBLE FOR ANY `'Q ppA,� �' "'�"',� DEVIATION FROM THESE SPECIFICATIONS OR ANT DEVIATION FROM ORRRCCl`NC S E SiTN76HRNBRAACIING WOODTTRUSSESION O °MON d '',, THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE CUMMENTRRY RHO RECOMMENDATIONS-"TPI). SEE ',� •"' Ari"'•B'P' TC LL 30.O PSF DATE 0 2 7/8 E 0 O C7 p WITH THE 'OtRiLITf CONTROL MRNUR(.- BY TPI. RLPINE CONNECTORS THIS DESIGN FDA FOOITIO,AL SPECIAL PERMA- :Q�'ij0 •�Ic'; TC OL 7.O PSF DRVG HCUSR159 86027005 C� C� ARE MT-WFRCTUREO FROM 20 GAUGE GRLYRNIZEO STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISE • : N ':_= LAIN 34794 : BC OL 10.0 PSF HC-ENG p OTHERWISE SHOWN, MEETING REOUTAEMENTS OF ASTM 8446 GRADE R. SHOWN, TDP CHORD SHALL BE LRTERFi.Lf BRACED S APPLY CONNECTORS TO BOTH FACES RT EACH JOINT RAO LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, 9'• TOT.LD. 47.0 PSF 0/A LEN. 22-0-D OSHOWN. BEARING WIDTHS ARE 4-NOMINAL UNLESS OTHERYISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING %Pc�•.•(OklP*TRUSS DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE TRIS Jj'•.......•• E� • OUR.FAC. 1 .33 PITCH 6.0/12 0 0 0 o g pWOS AAO oTPI iPCil. DESIGN WITH FIRE RETARDANT TREATED LUMBER. ' rRCO AMM "',,,,,E,.„ •••TP! - TRUSS PLR1E INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR V,'OGD CONSTRUCTIGH SPACING 24.0' TYPE COMN- - JOB: 3163 •248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR F,TI-2X4 2X6 SO. PINE #i DKD ISK, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.68 6.38 11 .9•x' 15.62 18.32 21 ,71 2 2X6 SO. PINE #2 KD 15% C 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 6.56 11 .09 15.44 21 .71 N SO. PINE #2 DEN 19% SINGLE CUT WEB #-TC: 1 ,7 ;2 ENDS:2,4,6 co NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY CO 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12" ) AND co ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. N TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. V O SEE DRAWING 13E FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED CD PURLINS SPACED AT A MAXIMUM OF 24" O.C. 01 REFER TO DRAWINGS W103 AND W10'4R FOR OVERHANG DETAILS. FOR THE HIP TRUSSES SPACED @ 24" O.C. BEHIND THE 11 HIP, USE A SINGLE + PROVIDE CONNECTION hOR 1515# UPLIFT. ANCHORAGE MUST BE CONTINUOUS PLY #1 HIP.. EXTEND THE TOP CHORD OF EACH HIP TRUSS AND JACK AND CONNECT TO THE FOUNDATION. TO THE HIP RAFTER. ALL TOP CHORD EXTENSIONS OF HIPS AND JACKS MUST BE SUPPORTED BY CRIPPLES @ 4' O.C. INTERVALS PARALLEL TO THE MEMBER, THE Xl HIP DESIGNED TO SUPPORT 8'0" JACKS WITH NO WEBS. HIP RAFTER IS TO BE SUPPORTED BY A CRIPPLE @ 518" INTERVALS PARALLEL THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING TO THE MEMBER. BRACE THE FLAT TOP CHORD WITH 2x4 #3 HEM-FIR OR BETTER THE 86 AMENDMENTS TO THE 85 STANDARD BUILDING CODE. DESIGN CONTINUOUS LATERAL BRACING @ 24" O.C. FASTEN THE BRACE TO EACH CHORD WIND SPEED IS 110 MPH AT 0-30' MEAN HEIGHT. WITH (2)16D NAILS. Cy 46 � Produced 'BY TL 13 a6 7'rVAl GET• & SOFTS, 6.00 t Lane Avenue �18o South �,ar.� TI 13 ',:r. Phone 78T-=tI16 s. �acksODve, Florid" 26 TI 26 26 29 56 29 26 6-6-3 8-11-10 6-6-3 2-0-0 O.H. 22-0-D OVER 2 SUPPORTS R-23504 W- 3.50- R-235D4 W- 3.5D" PLRTE TYPE--VOODLOC SEON--203960 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.2.8 SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REF R 159 G7 d d d ;' I MP ORT RN T SHALL N07 BE RESPONSIBLE FOR RNY WARNING IN HANDLING, ERECTION AND G�DN(� t� DEVIATION FROM THESE SPELIf[CRTIONs OR MY DEVIATION FROM BRRCINc.SEE '8YT-76',!BRACING WOOD TRUSSES \N,,.•••••••. B,D�'► TC LL 30.0 PSF DATE 01!27/ Q O r= O C� THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECCMMENDRTIONS-•TPI). SEE z�{,�;'a�t�1F1C',�•.,0,�- Ct CI] O G7 VITH THE 'QUALITY CONTROL MFNURL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR PDOtT]ONY-SDEC[RL PER)1R- EQ•,r(Xb Op :.ZE TC DL 7.0 PSF DRYG HMAR159 88027006 RRE MRM1fACtUTEO FROM 20 GAUGE CRL YANIZED STEEL UNLESS HENT BRACING REDUTA£MEN75. UNLESS DiHERYI SE 1 • N 3I�94 = i 0 1 p T OTHERVISE SNDVN, MEETING REOUIREMENIS OF F6TR Rv46 GRROE R. SFIDVN, TDP CHDRO SHALL BE LRTERPLLY BRACED • •: BC DL 1 O.0 PSF HC-ENG �� [� Lf1 APPLY CONNEC tORS Tb BOTH FACES Ri EACH JOINT RAO LOCATE RS YITH PROPERLY ATTACHED PLYYDDD SHEATH INC, % TOT.LD. 47.0 PSF 0/A LEN. 22-0-0 TRU55 o SHOVN. BEARING WIDTHS RRE R' NOMINFL UNLESS OTHERWISE SHOWN. BOTTOM CHORD YITH RIGID CEILING OR BRACING �:�C�'•.�ORIO�:'A0,�$ DESIGN 9 ANIMROS CONFORM YITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS o '•,,�fq ;;c,�",`• OUR.FRC. 1 .33 PITCH 6.0/12 •NDS AND •TPI !PCT). DESIGN YITH FIRE RETARDANT TREATED LUMBER. •.-TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - ••,+, n",„a SPRC I NG SEE ABOVE TYPE HIPS-- a JOBI 3159 •248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 SO. PINE *2 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING = BOT CHORD 2X4 SO. PINE *2 DEN 19X USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING n WEBS 2X4 SO. PINE *3 19X CODE. DESIGN WIND SPEED IS 112 MPH AT 35.88' MEAN HEIGHT, 0 THIS TRUSS MAY NOT BE LOCATED WITHIN A 4 .5' END ZONE FROM UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THE EDGE OF THE ROOF , W F UPLIFT LOADS: 1898* 948* X - LOCATION: 2-88-00 31-87-12 NOTE: 2X4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH co NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL v TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE CD CD ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUPPORT BY ERECTION CONTRACTOR. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. " TC X-LOC L-R: 8.88 6.82 11 .51 17 .81 22.58 26.93 31 .35 SINGLE CUT WEB *-BC11 ,8 ;2 ENDS:2,4,6 , 12, 12 BC X-LOC L-R: 0.28 2.81 6.82 11 .51 17.81 22.58 26. 93 31 .35 • 1X4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH 12) 8d NAILS. BRACING BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TO INSURE ,P OPER ERECTION. SUITABLE SUPPORT BY ERECTION CONTRACTOR. 34 END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 12 �6.0 REFER TO DRAWINGS A103 AND A104 FOR OVERHANG DETAILS, 2q ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL 3S lroLlucccl by POINT (wITHIIt, 1211) AND SHOULD NOT OCCUR 45 +I• GRti ;GER & SO.'vS � IN PANELS NEXT TO A PANEL POINT SPLICE. 214 1180(� SOul:h Lane t/ 6.DO I * PtI::nE -, u 1- r i j I I 7-0-7 Iacksujvi1I_'. t k; --► 24 13 24 40 27 34 26 24 2-0-0 2-8-0 O.H/ 1 22-6-0 9-1 -12 31-7-12 OVER 2 SUPPORTS R-1619# Y- 3.50' R-13294 W- 3.50" PLATE TYPE--WOODLOC SEON--203955 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.2.6 Scw_E - 0-IR7 ALPINE ENGINEERED PRCC)UCTS, INC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT Tpj REF - - AUS +�+�IMPORTRNT#* SHALL NOT BE RESPONSIBLE fOR RNY WARNING IN HANDLING, ERECTION RNoSON a ,�DEVIATION FRCM1 THESE SPECIFICATIONS OR PNY DEVIATION FROM BRRCING.SEE '8YT-76',(BRACING MOOD iRU5SE5� ;��>G 8TC LL 3O.0 PSF DATE 0 /27/8THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY FMD RECOMMENDATIONS-•TPI). SEE �WITH THE 'DUALITY CONTROL MANUAL- BY Tpl. ALPINE CONNECTORS THIS DESIGN FDA ACITIONRL SPECIAL PERMA- ;Q � TC OL 7.O PSF DRWG HCU5R159 8802700ARE MFNUFACTIRED FROM 20 GAUGE GALVANIZED STEEL ULESS NEWT BRACING REOUIREMENTS. UNLESS OTHERWISE TVON34�94� i1 BC DL 10.O PSF HC-ENGOTHERWISE SHOWN, MEETING RECUIREMENTS OF ASTM A446 GRACE R. SHOWN, TOP CHORD SHALL BE LRTERFL,LT BRACED r'APPLY CONNECTORS TO BOTH FACES RT EACH .HINT RNO LOCATE RS WITH PROPERLY ATTACHED PLYW000 SHERIHING, �T .;: TOT.L D. 4 7 .0 PSF O�R LEN. 31 -7-12 SHOWN. BEARING WIDTHS ARE 4- NOMiNFL UNLESS OTHERWISE SHOWN• BOTTOM CHORD WITH RIGID CEILING OR URRCING '•A�'•'�[ ' P �O O DESIGN S-NDS AND •TPTA1A7FiRDSTI CONFORM WI1H PPPL ICABLE PROVISIONS OF OESIaEyI SPECIFIED IRDNRERRpRNT TROE RNED LUMBER. "I., !q(D.t�\�t.,. OUR.FRC. 1 .33 PITCH 6. 012 •--TPI - TRUSS PLATE INSTITUTE NOS - NATIONRL DESIGN SPECIFICATION FOR WU)D CON5IRUCIIUr """ SPACING 2 4.D' TYPE C 0 M N- - JOB: 3157 ♦248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 SO. PINE *2 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING n ,BOT CHORD 2X4 SO. PINE i2 DEN 19X USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING C WEBS 2Xd S0. PINE *3 19X CODE . DESIGN WIND SPEED IS 110 MPH AT 35.88' MEAN HEIGHT, LJ) CT. WEDGE ZXB *2 OR BETTER THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.5' END ZONE FROM THE EDGE OF THE ROOF , I-n UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION co UPLIFT LOADS: 1059* 1010* NOTE: 2)-4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM (c LOCATION: 1-00-90 31-87-12 CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH w 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL N THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE o s SUPPORT BY ERECTION CONTRACTOR. CD ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND c.7 TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TC X-LOC L-R: 8.99 6.02 11 . 51 17 .91 22.59 26.93 31 .35 SEE DRAWING 139 FOR -PLATE LOCATIONS ON TYPICAL JOINTS. " SINGLE CUT WEB *-BC: 7 ;2 ENDSA1 ,3,5,9, 11 BC X-LOC L-R: 0.92 6.02 11 .51 17.21 22.59 26.93 31 .35 • IX4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR BE EQUALLY SPACED. ATTACH WITH ( 2 ) 8d NAILS. BRACING TO INSURE PROPER ERECTION. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A END VERT ICA. MAY NOT BE EXPOSED TO WIND PRESSURE. SUITABL'TL SUPPORT " ERECTION CONTRACTOR , 45 12 REFER TO DR:�INGS A103 AND A104 FOR OVERHANG DETAILS. ��6.OD ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE 34 LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANPOINT SPLICE, 2 45 Produced By GRANGER & SONS, INC i i8o South Lane Avenue Phone X81-gz16 Jacksonville, Florid 27 13 24 4r� 28 �35 24 2-0-0 1 0 0 0.H. 22-6-0 L9-1 -12 I 31-7-12 OVER 2 SUPPORTS R-14749 Y- 3.50' R-14749 4- 3.5D' PLATE TYPE--W00DL0C SEON--2D3953 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.?.8 3CRLE - O.1975 p C= oPLPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE C C� = **IMPORTANT** %fiLL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANO DESIGN CRIT TpI REF C d DEYIATION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM BRRCING.SEE -BWT•76',(BRACING WOOD TRUSSES \`,(FAQ N d•e,Q•a TC LL 3().0 PSF DATE 0 1/2 7 8 THIS DESIGN OR RNT FAILURE 1T3 BUILD THE TRUSS IN CONFORMRNCE COMMEHTRRT AND RECOMMENDATIONS-.TPI). SEE AUSS , 'J`: TC DL 7.0 PSF DRWG HCUSR159 8B027D03 PITH THE 'DUALITY CONTROL MF►/URL' BY iPl. ALPINE CONNECTORS TH15 DESIGN FDR FCDITID)fiL SPECIAL PERMA- rr= ARE mFWUFACTUREO FROM 20 GAUGE GALYRNIZEO STEEL UNLESS NENT BRACING REOUIREMENTS. UNLESS OTHERWISE �� e� =A `y O OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM A446 GRADE R. SHOWN, TOP CHORD SNAIL BE LRTERPLLf BRACED • N317944 : • BC DL /10.0 PSF HC-ENG APPLY CONNECTORS TO BOTH FACES AT EACH JOINT ANO LOCATE RS WITH PROPERLY ATTACHED PLTW000 SHEATHING, *L«F�!%� TOT.LD- 47.D PSF 0/R LEN. 31 -7-12 � SHOWN. BEARING WIDTHS RULE 4' NOMINPL UNLESS OTHERWISE SWWN. BOTTOM CHORD WITH RILID CE IL INC OR BRACING ' 99 ' riOESICN STANOARDS CONFORM WITH APPLICABLE PROVISIONS OF RS SPECIFIED ON CESIGN. DO NOT USE THIS �.NDSAND .TPI (PCT). s7 .� . OUR.FRC. 1 .33 PITCH 6.0/12 ti C DESIGN WITH FIRE RETRRDANT TREATED LUMBER. tip? E '.'' N.� ••-TPI - TRUSS PLATE INSTITUTE NDS - NATIONAL DESIGN SPECIFICRTION FOR WOOD CDNST RUC T I CN �' ......... ,""•"' SPACING 24.0" TYPE C O M N- - JOB: 3155 #248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 SO. PINE *2 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING BOT CHORD 2X4 SO. PINE *2 DEN 19% USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING E ` WEBS 2X4 S0. PINE *3 19X CODE . DESIGN WIND SPEED IS 119 MPH AT 35.80' MEAN HEIGHT , E THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.5' END ZONE FROM UPLIFT CONNECTION - ANCHORAGE CONTINUOUS-TO FOUNDATION THE EDGE OF THE ROOF . I UPLIFT LOADS: 999* 1040* X - LOCATION: 0-90-90 31-07-12 NOTE1 2X4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C . REQUIRED. ATTACH WITH NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUPPORT BY ERECTION CONTRACTOR . TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR. DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " TC X-LOC L-R: 0.29 6.02 11 .51 17.01 22.50 26.93 31 .35 SINGLE CUT WEB *-BC17 ;2 ENDS: 1 ,3,5,9, 11 BC X-LOC L-R : 0. 29 6.02 11 . 51 17 .01 22.50 26.93 31 . 35 ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN "' 1X4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY BE EQUALLY SPACED. ATTACH WITH ( 2 ) 8d NAILS. BRACING 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12" ) AND MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SHOULD NCT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. SUITABLE SUPPORT B.Y ERECTION CONTRACTOR , REFER TG -RINGS A103 AND A104 FOR OVERHANG DETAILS. 45 2 END MAT NOT BE EXPOSED TO WIND PRESSURE, 25 / 26 35 245 I 6.00 � �I � Produced By X i 7E jr GRANGER & SONS, IT l I 1 I180 South Lane 27 ;.i ! Phone 78I-4116 Jacksonville. FIC)r0 i3 24 4 G 28 31I 214 22-6-0 1 9-1 -12 R-14604 W- 3.50' 31-7-12 OVER 2 SUPPORTS R-1460# 4- 3.5D" PLRTE TYPE--VOODLOC SEON--203950 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 13.2.8 SCALE - D. C= RLPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT REF - - **IMPORTANT**ORT RN T** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 'jf• .•. C= = DEYIRTION FROM THESE SPECIFICATIONS DR FNY DEVIATION FROM 8RRCING.SEE 'DWT-76•,[BRACING WOOD TRUSSES: ��\ON e•''•• TC LL 3O,O PSF DATE 0112710 C= o C� O THIS DESIGN DR RRY FAILURE TO BUILD THE TRJSS IN CONFORMANCE COMMENTARY HHO RECCr1MENDAT IONS-•TPI). SEE �� Bn VITH TFf 'DUALITT CONTROL MFNUAL' BY TPI, ALPINE CONNECTORS THIS DESIGN FDR FI)DITICN'+L SPECIRL PEpm- it.. P---�IFIC1 '•�'�. TC OL 7 ,O PSF DRVG HCUSR159 BB02i 0 o C ARE MANUFACTURED FROM 20 GAUGE CRLYRNIZED STEEL UNLESS NENT BRRCING REOU1NLMENIS. UNLESS DrHERWISE '�;• g Y,N '`•',_ LP I N OTHERWISE SHOWN, MEETING RED.)IREMENTS OF RSTM P446 GRACE R. SHOVN, TOP CHDRD SnHLl BE LATERALLY BRFCED o. 34794 1 . ; BC OL 10.O PSF HC-ENG 0 C APPLY CONNECTORS TO BOTH FACES AT EACH .HINT RIO LOCATE AS WITH PROPERLY RTTACHED PLYWOOD SHEPTHINC, t �� ,U TOT.LD. 47 .O PSF 0/R LEN. 31 -7 TRUSS C� DESIGN BEARING WIDTHS TCCNF RMR V[DfHINPPPLAL NCRiLELESS DTPRDVISIDNHERVISE SVDf RSw. TT PELIFCM DIEDWIDN DESTH iCNCElO0NND0RUSERTHIS '•9el 10 I� ' OUR,FRC. 1 . 33 PITCH 6. 0/1 C5 0 J •NDS RWO .TPI [PCT). DESIGN WITH FIRE RETRRORNT TRERTED LUMBER. �' �l ' N�N+11; SPACING 24.0" TYPE COMN - - O O ...TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL OES]CN $PECIFICRTICN FOR VOOC CONSTRUCTION i � Lv k �X .0 4) G Y7#37 METRO GRAPHICSJACKSONVILLE,FL CITY OF ATLANTIC BEACH No. 0903 FLORIDA March 31 19 88 NAME Neil King ADDRESS CITY 5200 Irrigation Meter # &X%KX 40-343-XXf(S $228.X120. 11 TL 1869 Beachside Court R.Al D 2?B. IICKTr Lot 11 62 1A 4/67/8n APR 0 41988 f 623 IA u 10710- — - I P111 CITY OF ATLANTIC BEACH PA I D "TL" TELEPHONE: R49F,4 9b NTIC REACH, FLOIDA sY33�r`�` APR 0 41980 urrLmr BILL ` e� WATER WATER (EWER GARBAGE OTHER TOTAL DATE METERS DUE tomes an Official Receipt �ceiYed Payment RETAIN THIS STUB TREASURER SERVICE DISCONTINUEO PAYABLE IN ADVANCE IF NOT PAID WITHIN NO REFUNDS 30 DAYS OF DATE SHOWN i USE THIS FORM FOR ESTIMATES ONLY 3/22/88 5/8" X 3/4" Irrigation Meter Neil King Water main will require separate tap. 1869 Beachside Ct. ( Lot 11) Ph. 361-7525 DESCRIPTION OTY. MATERIALS LABOR TOTAL 1" GALV PIPE 32FI' 9 60 4" X 1" SADDLE PVC 1 13 00 3/4" CURB ST-0-0 1 10 25 . II II M -'F ADAPTER 1 46 15/8 X 3/4 M=R 1 85_ METER BOX W/LID 112 00 111 900 ELL 1 87 II PVC PIPE 6FT 3 60 II Sub Total O.H. 'Total -- 2 men hand dig ($12.9 /hr) f r 6 Irs 77 64 30% O.H. 23 29 Tntal _$100. 3 • • MATERIALS IABOR TOTAL TOTAL $152118, 100 W $253 11 MISC, JOB EXPENSES AMOUNT OTHER JOB EXPENSES 60 00 TOTAL COST , 1 TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS OVC"HCAD COST •. OF SELLING PRICE TOTAL NET PROFIT • t CITY OF Vead - 96ieda 716 OCEAN BOULEVARD P.0.BOX 26 - ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 April 28, 1988 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit #5882--42 Coral Street Permit #5883----44 Coral Street Permits issued to Brooks $ Limbaugh Electric Company. Permit #5904---.-1869 Beachside Court Permit issued to Hurst Electric Company. Permit #5243----410 Oceanwalk Drive South Permit issued to McClure Electric Company. Permit #5641----1743 Oceangrove Drive Permit issued to McClure Electric Company. Si e ely, Rene' Ang s Communit D elopment Director Wtb cc: file CITY OF _ _/ `,,I '*�tcc L7/�'eda - �4Z� 716 OCEAN BOULEVARD P.O.BOX 25 ---- - ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 April 18, 1988 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit#5904----1869 Beachside Court Permit issued to Hurst Electric Company. Sin eely, Rene' Ang s Communit De elopment Director RA/tb cc: file CITY OF 'p"_ ' Office of Building Official REQUEST FOR INSPECTION Date �— ` Permit No. Time A.M. Received P.M_ District tqo. Job Address r Locality Owner's Name Contract BUILDING CONCRETE ELECTRICAL �=M�BINGL1' MECHANICAL Framing ❑ Footing ❑ / Rough Wiring ❑ Air.Cond.& ❑ Re Roofing ❑ Slab C�/ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues ed. , Thurs. Friday P.M. A.M: Inspection Made `— Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC BEACH No. 0086 FLORIDA December 28 1987 NAME Seda Construction ADDRESS 2120 Corporate Square Blvd. CITY Jacksonville 32216 1360.0!? ?,rn,(1mrK 3[ 17 IA 1/15/ 86 .00CA Water Impact Fee #40-343-3700 P A I Q 3C17 $13�5.b615/ Sewer Impact Fee #41-343-5200 JAN 151980 $1,035.00100 $1,360.00 Lot 11 Beachside tKNAN£ 1869 Beachside Court CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 TELEPHONE: 249.2395 P A I Q I MAKE CHECKS PAYABLE — UTILITY BILL JAN 15 i j DATE WATER CITY OF ATLAN' WATER METERS SEWER GARBAGE OTHER TOTAL TREASURER /cP-/cg �IS7 31y HIS REC IPT DUE RDER. T KE REC IPT ITO UBLIC ORKS D PT. TO CHEDU E WORK. 1200 SAN PIPER NE. PAYABLE IN ADVANCE RETAIN THIS STUB NO REFUNDS SERVICE DISCONTINUED It NOT PAID WITHIN 30 DAYS OF DATE SHOWN City of Atlantis Beech i 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 TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATHROOM GROUP CONSISTING OF _ _SERVICE SINK TRAP STAHD ___ _ WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) . � ' WATER CLOSET VALVE __WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) C1 BATHTUB/SHOWER . (2) -----URINAL WALL LIP (4) _-j, -SHOWER GROUP PER HEAD (3) _ CJ--FLOOR DRAIN (1) -L--SHOWER STALL .DOMESTIC (2) _(:�__LAUNDRY TRAY (2) LAVATORY (1 ) --/--COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) _(__POT, SCULLERY SINK (4) _DISHWASHER (2) -0` --WASH SINK EACH SET OF ��.� FAUCETS (2) _ __KITCHEN SINK (2) ? DENTAL LAVATORY ( 1) I _KITCHEN SINK WITH WASTE �� GRINDER (3) (- __DENTAL UNIT OR CUSPIDOR (1) _�1 } __BIDGET (3) �--URINAL STALL, WASHOUT (4) _FLUSHING RIM SINK (8) _L) __COMBINATION SINK AND TRAY WI7 _ &` FOOD DISPOS. (4) __ _URINAL, PEDESTAL, SYPHON JET ) BLOWOUT (8) • '_'___DRINKING FOUNTAIN (1/2) ___LAVATORY, BARBER/BEAUTY SHOP (2) ____LAVATORY, SURGEONS (2) SURGEONS SINK (3) ICE MAKER (1/2) 3S TOTAL FIXTURE UNITS 3 - � @ $10. 00 EACH JOB INFORMATION / c T- CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT __--zip_____-phone 7� I-/foe OwnerL`VL�L---L!�_I'� ----Address---------------- ------- Architect_/qg �_ J��1 LSAddresson �j --------------------zip------phphone7!_ - 9 7 V/1 // Contractor A 6w5I CV A dress 2l�� 69ip_ Za�°Phone__---- 9L Contractor'e License number <C�6,a _ � ___expirat on_______-____ C�zr� Lot_-L/___Block or Section Subdivision __________Zoning________ Street------------- ew --------------and between _________________side___________ Type Construction_/l/tgtj No. Units -------No. Fireplaces___,_______ Est. Valuation $ 1 A-) Purpose of Building------ ---------------- -------------- Utility Method - Water__4 Sever__ -1 Dimensions - Building__ S_X 'SLoth_ �_��_Size Footings_' X �� ---- Sz. Piers -------- Sz. Sills-------------Greatest Span Sills_______________ Sz. Ceiling Joists---------Distance on Centers---------Greatest Span_______ Sz. Floor Joists __ Distance on Centers Greatest Span___ �T---- p T-- Sz. Rafters _ �C __Distance on Centers_7- Greatest S an_�t5 Method of Heating X `C Solid or Filled Ground_ j&D ____Roof__________ Flood Zone If located within a FLOOD HAZARD ZONE complete page 3 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 part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner ___ _ Date Signature Contractor__ '�!� _-- -----��____-- page 2 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development:-------------------------------------------- Flood Zone: Required Lowest Floor Elevation:--------------- If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed development. --------- Date-a - Z--Z- -Y7 Applicant's Signature - ----- ----------------------- Department Use Required Lowest Floor Elevation ................. As Built Lowest Floor Elevation ----------------- Survey Filed with Building Department ----------- ----------------------------------- Building Department Representative page 3 Address_ �� T � � ��c It s i'D � �_�i V,r healed Square Footelye per sq fr Garage/Stied yG' @ $ / �• S'Z� per sq ft $ Q Carport/Porde OS per sq ft $ �!p(, 00 Deck L @ $ �o. 9C� per sq'-ft $ 4,593. 96 Patio @ $ per. sq ft $ TOTAL VALLMION t $ /Od, 61,7, y6 IF Foca l�azuaf3on lst . . ,$ •rfz�©.00A . .. ; ..• •, Ioi 'der ValUaL'ion j�rper - lousan oc� r . portion thereof - - - ---- Total Building Fee . $ L;71 AUUITIONALPCith1l. s and/orEMSmaul LCD j S -F Filing Fee $ 1,1J. / Medianical ✓� i '�replaces @ 15..00 $ 16 cc Flulbjllg BUIL .ING.►FEItM.LT F M $ 75,37 Blectric/Nec4 +..__ __-------------- -- ------------ ------------ Electric/Tell) Septic Taik BUILDING PERMIT $ 3 7,5;,3 7 Well W IER MLIE-R CIVML, Sw.b►m1tig Pool S it IMPACx '1; $,/U Sl> ' Sigh WMER. IMPACT' FEE- Water EEWater Ommectioli MISC kOU5 , $ Sewer Cmuiectio►i Water Meter $ Elevation Certificate' : GRAND TCII:AL, DUI; ---------------------------------------- -------------------------...__------------------------r CALCULATIONS and/or NCl1'ES , DEPARTMENT OF BUILDING 9374 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD x75.37 T THIS PERMIT MUST BE POSTED ON JOB 1715.370M Date December 28 19 87 91 � �W7t+ .00CAt'. Valuation$102,017.40-Fee$ 375.37 b I 1 1510 loon This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Seda Construction Company. } 2320 Corporate Square Blvd. ftcksonville-12216 has permission to build Single Family REAR SETBACK VARIANCE ISSUED 14I2/80 Classification New Residential Owned by Neal Kind Lot_ 31 Block S/DB*achs$de House No. 1869 $ea+irhside C urt 1 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 z from this work must not be placed in public space, and must be cleared up and hauled away by either con- trate or owner.. 1 Building Official. M FOR OFFICE PERMIT DATE CONTRALTO USE ONLY NUMBER kI i PLUMBING ELECTRICAL SEWER WATER PLANS REVIEW CHECK LIST 17 Address_ � C?,,�i,sed�" �a - 2. Owner --- -- - -- -r--- - --------------- ( 9 Legal Description _Contractor --------------------------------------License Number_,�-rt_._QQ�Qt? ------------ License on File YE NO Section 24_101 * Zoning Regulations Zoning District_ _ _ Proposed Use_�-,l__ Required Lot Size Actual Lot Size�p�_ Setbacks Required Provided Section 24_17 1 front _o�U _ CORNER LOT `IHTER`IOR LO-E, rear -- �^-- `•�-L _� x4 Flood Zone z0,0 side-1 %�_ ,l Req/wired Elevation�f1 side-2 Max. Height Allowed--,L----- Proposed Height___;: Section 24_82 * Minimum Lot Covv_eragg Required Heated Area _ 'U�'€.) fir' Proposed Area_-'cY(p Section 24-161 * Offstreet Parking Number Spaces Required__;;--- Spaces Provided Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES LNJO Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities _____ Private Sourpe SEPTIC TANK WELL Plans Reviewed Date_J4 Building Permit ISSUED ~j DENIED CITY OF �-- r�la�lcuc Seae!-�tda. M Office of Building Official REQUEST FOR INSPECTION Date `�^V Permit No. ®O Time A.M. Received P.DA, District No. J b Address I Locality Owner's Contractor BUILDING CONCRETE RICA PLUMBIN CHANt ming Footing ❑ Roug ❑ Air.Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place � READY FOR INSPECTION Pre Fab A.M. �L@9.�T Mon. Tues. /Y t Thurs. Friday P.M. A.M. Inspection Made RM. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF I&Aaft Office of Building Official v ,,n/ /// ZX7 REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab B' Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place 11 FOR INSPECTION Pre Fab T" Mon. Tues. Wed. Thurs. Friday��P.M. A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF I AlaK&c eac�i-jlfontcla Office of Building Official REQUEST FOR INSPECTION Date / 'z f Permit No. 3 '2 6 Time A.M. Received P.M. District o. .41 Job Address Locality Owner's � � Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. ues Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date — /U4 Of of ilding Official R UO INSPECTION Date Jv Permit No. Time A.M. Received P.M, ' /1. District No. Job Address Locality Owner's r Name Contractor :. L BUILDIN C NCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ ❑ // Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing Slab Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Q� A.M. on. Wed. Thurs. Friday P.M. f A.M. Insp ion Made PM. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 4d4gft -/ r Office of Building Official w REQUEST FOR INSPECTION Date Permit No. Time oft A.M. P.M. District Na 7,t- j� . t C. Job Address Owner's Contractor Name 4 BUILDING CONCRETEELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing 100ol, Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Piece ❑ READY FOR INSPECTION Pro Fab CA.M. Tues. Wed. Thuya Friday A.M. KlmnwdMade P.M. Inspector Final inspection❑ Ceroficate of Occupancy Data FLORIDA ENERGY EFFICIENCY CODE t FOR BUILDING CONSTRUCTION FORM 900-Ar•86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stores or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local budding department or the Department of Community Affairs,Energy Code Program.2571 Executive Center Circle East,Tallahassee,Florida 32399. .PROJECT NAME BUILDER: AND ADDRESS. 4 PERMITTING CLIMATE 1 ❑ 2 ❑ 3 OFFICE: (�_ t '��c.�`AL ZONE: OWNER: NO,M� �❑ NO ISOICTION � ` .l o O PERNEW CONSTRUCTION ® IF MULTIFAMILY,NUMBER OF CONDITIONED L�kV�/_ ISO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA froze i FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL. �❑ SAVE OVERHANG ❑'Q SINGLE- (T(��ISO. SINGLE- ��SO• MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH FT PANE L1_1.1J FT. PANE FT REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE- SO. DOUBLE- S0. SINGLE-FAMILY DETACHED M CONDITION: C] LFNGTH FT PANE FT. PANE ❑� FT. NET WALL AREA AND INSULATION MASONRY R - FRAME R = STEEL STUD R - LOG R = FT ❑.❑ FT ❑ I I FT ❑ FT EEI CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC I R = I SGL ASSEMBLY R _ SLAB PERIMETER RAISED:WD CON C R= SFT [I] SFT [j:!j �° LW DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCONDITIONED CENTRAL El NONE ❑ ELECTRIC STRIP ICl1 HEAT PUMP ICai ELECTRIC ❑ SOLAR SPACE R = ❑ ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY L_-19!® ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ NONE ❑ OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL SPACE A = HEAT PUMP EF = .� SF/EF = [1-M E.® SEER/EER = 1:9 3$1 COP/AFUE YJ_ .,LI NUMBER OF BEDROOMS = I ITL INFILTRATION PRACTICE USED C t �I IL T I :1ZL 9 i eji I'l 67 X 100 ❑ #1 X #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. W1 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S..I hereby certify that the plaru Review of the plans and specificatim covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,thin Florida Energy Code. building will be inspected for P#ance in ao�nce553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE. PRESCRIPT MEASURES(Must be met or exceecliecl by all nfol0erim.1 COMPONENTS 3MION REQUIREMENTS ECK WINDOWSt MAXIMUM OF 0.5 CFMA LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904,1 MAXIMUM OF 0.5 CFM PER SO. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS,SOLID CORE, ADJACENT PANEL INSULATED, R GLASS OWRNLY EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED.WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 9042 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF QASI MUST OE PROVIDED, AN EXTERNA R ILT-IN HEAT TRAP MUST BE PROVIDED_ SWIMMING POOLS 9043 SPAS &HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST & PAS HAVE A PUMP TIMER GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%, HOT WATER 904.4 :)P%G"EAT LGSS PIPES I SNaLI?E L'Mi'ED'C''b 8TJ r L="+eAR FCvT C'r pE SHOWER H D 9045 WATER FLQA MT BE RESTRICTED TO NQ MARE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 9032 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS& LOCAL MECHANICAL CODES DUCTS IN ,CkN_$TRUCTION 9046 UNCQNDITIONEQSPACE MUST BE INSULATED TO MINIM MR: 4 2 NTM MUST BE SF,AS,EQ___ HVAC NTR 7 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. HVAC I 9049 — ^u�ir ��c�. • . ^�rti�^` `.G. 1• , . EPI= 95. 85% FLORIDA ENERGY CODE SECTION 9 NORTH ZONE 1 .2,3 900-A-86 SEDA CONSTRUCTION SUMMER CALCULATIONS LT 11 BEACHSIDE AS BLT SMR. GLASS BASE SUMMER GLS DBL SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA CLR ' (9B) SMR PTS N 35 38. 3 1341 N 13 38. 3 0. 94 468 NE 3 57. 7 173 NE 3 57. 7 0. 94 163 E 100 79. 7 7970 E 48 79. 7 1 . 00 3826 SE 79. 1 0 SE 79. 1 0 S 58 66. 2 3840 S 13 66. 2 0. 91 783 SW 79. 1 0 SW 79. 1 0 W 99 79. 7 7890 W 69 79. 7 0. 92 5059 NW 3 57. 7 173 NW 3 57. 7 0. 94 163 H 4 66. 2 265 H 4 267. 0 1 . 00 1068 W 30 79. 7 0. 68 1626 S 30 66. 2 1 . 00 1986 E 20 79. 7 0. 47 749 N 9 38. 3 l . 00 345 N 13 38. 3 0. 91 453 S 15 66. 2 0. 86 854 E 32 79. 7 0. 92 2346 0 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 2265 302 1 . 13 21652 24359 19889 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR. PTS. DESC. AREA (9C-96) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1818 0. 90 1636 0 ADJ. 181 0. 70 127 EXT2X4 R11 1818 1 . 7 3091 ADJ2X4 R11 181 0. 7 127 0 DOORS DOORS EXT. 302 7. 70 2325 EXT WD 302 7. 7 2325 ADJ. 19 2. 90 55 ADJ WD 19 2. 9 55 0 CEILINGS CEILINGS UN. ATC. 1598 0. 60 959 UNDRATC R19 1645 1 . 1 1810 SGL. AS 0. 60 0 0 KNEE R19 125 1 . 1 138 FLOOR FLOOR SLAB 186 -37. 00 -6882 PERIM. R-0 186 -41 . 2 -7663 RAISED 76 -3. 99 -303 RASD WD R11 76 -1 . 9 -144 0 INFIL. 2265 8. 00 18120 # 2 2265 8. 0 18120 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 40396 TOTAL 37746 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS ' (9H) (9K) (9L) CLG PTB . 46 40396 18582 37746 1 . 08 0. 39 1 . 00 15817 HOT WTR NBR BASE BASE AS BLT NR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 4 3803 15212 ELECT. . 88 4 3603 1 . 00 15212 SUMMER POINT MULTIPLIERS (SPM) 98 SUMMER OVERHANG FACTORS(SOF) For single and double pane glass. CLIMATE ZONES 12 3 �► OH RATIO 0- 11 12- 17 18-.26 .27-35 36-46 47_57 58-70 71-83 -1.1 1.19-1.72 1.73-2.73 2.74+ N 1.0 94 91 .87 .83 79 76 .72 .69 .63 .56 .50 m i NE/NW 1 .86 80 ]5 71 67 .63 .48 .42 E(W 1.0 .92 .86 .80 .73 .68 .63 .57 .39 .31 N i SE/SW 1. .93 .90 .82 .74 .66 .6Q .54 .47 .39 .32 .27 I S 1. 77 68 .60 .54 .51 1 .45 .39 .35 1 .31 ►OH LENGTH*1 0 ft. 1 1 ft. I 11h it. 1 21 3R. 1 314 ft. 4W ft. 51h ft. 1 6 ft. 9Yz ft. 14 ft. 20 q,+ *To select by Overhang Length.no part of glass snail be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT T_� 4r w L H L H ❑� ___1H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR WOOD NORMAL WT. LT. WT. NOR.WT. LT.Wt. 0. 6.9 2.4 6 IN H ft-VALUE EXT AOJ .ji-7VALUE EXT ADJ EXT EX 7-10.9 R-VALUE EXT 2. .9 2.2 1.1 1.7 2.2 1.7 11 .1 . 4 0-2.9 1.5 7.10.9 4.9 1.3 8 1. .7 19-25.9 .2 3.6.9 1.0 11 .1 1.7 .7 .9 1. .7 .8 .4 26b Up .1 7&U 13-11.9 1. .6 7-10.9 .7 .6 R-VALUE BLOCK 8 INCH i .4 11 -1 .4 .4 .4 J 1. R-VA U XT 1 1 TEE i 1 1 7-9.9 .4 .9 .7 ALUE EXT ADJ1 7 0. 6.9 7.6 2.8 0&UD .2 7-10.9 1.3 11 • 1 ,9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 1 NOER ATTIC SI GLE ASSEMBLY CON RETE DECK ROOF A-VALUE SPM R-VALUE SPM CEILIN TYPE 1.2 0.4 19•21.9 1.1 10-10.9 2.9 R-VALUE DROPPED EXPOSED 22-25.9 . 11 •12.a 2.6 10-13.9 3.2 3.5 26-29.9 .8 13-18.2 2.4 14-20.9 2.2 2.4 7. • 1 1, 21 8 U 1.5 1. 38 A 5 , . 90 DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 91F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD W000 7.7 2.9 INSULATION CONCRETE (See 903.2(1)) INSULATED 8.5 3.1 R-VA. R•VE SPM _4t - -1 -49 -172 -4. -1. 7- 10.9 -1.1 •6 2 .9 -1. it . 1 . -1.0 ' �w 7& Up 7SU -13 F 193LID - 9 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE SPM R-VALUE I With Retum WIO Retum (See Table 9P) -- I Air 0Air Duct 42.49 114 1.10 PRACTICE ' 1 102 50-6 6 5Q1.08 PRACTICE •2 6 7 8 U 109 1.06 PRACTICE •3 52 DUCTS IN CONDITIONED SPACE /00 /,v •3- WINTER CALCULATION'i� AS-BLT. ' WTR. GLASS BASE WINTER ORIENT. GLASS DBL. WOF GLASS ORNT. AREA WPM BASE PTS AREA CLR. ' (9B) WTR. PTS . N 35 7. 3 256 N 13 7. 3 1 . 09 103 NE 3 4. 6 14 NE 3 4. 6 1 . 15 16 E 100 -9. 2 -92() E 48 -9. 2 1 . 00 -442 SE 0 -22. 7 0 SE 0 -22. 7 0 S 58 -28. 4 -1647 S 13 -28. 4 0. 96 -354 SW 0 -22. 7 0 SW 0 -22. 7 0 W 99 -9.2 -911 W 69 -9. 2 0. 77 -489 NW 3 4. 6 14 NW 3 4. 6 1 . 15 16 H 4 -28. 4 -114 H 4 -57.7 1 . 00 -231 W 30 -9. 2 0. 12 -33 S 30 -28. 4 1 . 00 -852 E 20 -9. 2 -0. 59 109 N 9 7. 3 1 . 00 66 N 13 7. 3 1 . 13 107 S 15 -28. 4 0. 94 -400 E 32 -9. 2 0. 77 -227 0 0 0 0 0 0 COND TOTAL BASE BASEADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 2265 302 1 . 13 -3308 -3722 -2611 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR. PTS. DEBC. AREA (9C-96) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1818 2. 2 4000 0 0 ADJ. 181 3. 6 652 EXT2X4 R11 1818 3. 7 6727 ADJ2X4 R11 181 3. 6 652 0 0 DOORS DOORS EXT. 302 15. 4 4651 EXT WD 302 15. 4 4651 ADJ. 19 13. 3 253 ADJ WD 19 13. 3 253 0 O CEILING CEILINGS UN. ATC. 1598 1 . 2 1918 UNDRATC R19 1645 2. 0 3290 SGL. AS 0 0 0 0 KNEE R19 125 2. 0 250 FLOOR FLOOR SLAB 186 8. 9 1655 PERIM. R-0 186 18. 8 3497 RAISED 76 1 . 0 73 RASDWD R11 76 1 . 2 91 0 INFIL. 2265 7. 4 16761 # 2 2265 7. 4 16761 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �OTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 26241 TOTAL 33561 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTO P WTR PTS ' (9H) (9I ) (9J) HTG. PTS. . 59 26241 15482 33561 1 . 08 0. 45 1 . 00 16202 TOTAL BASE BASE BASE TOTAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 18582 15482 15212 49276 15817 16202 15212 47231 PREPARED BY ENERGY DESIGN SYSTEMS 287-5339 WINTER POINT MULTIPLIERS (WPM) ' W'9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 1 OH RATIO 0- 11 12 17 1B- 26 27- 35 36 46 47- 57 .58- 70 71-.83 84-1 18 1 19-1.72 1 73-2 73 74+ I SINGLE PANE GLASS 1 N 1 0 1 05 1.08 1 12 t 16 1.20 1.24 1.27 1 31 1.38 1.45 1.51 I NErNW 10 109 113 1.20 1.26 133 139 145 1.50 1.63 1.74 1.84 EtW 10 .67 0 16 -.20 -.60 -95 -1.32 -1.73 -2.51 -3.31 -4.05 m i SE/SW 1.0 .92 .88 .77 66 .52 .39 .25 10 -.21 -.48 -.74 ►- S 1.0 .95 .92 84 74 60 46 29 13 -.24 -.54 -.67 W 8 PAN N 1.0 1.19 1.25E1.311.371.42 1.48 1.58 1.69 1.79NEINW 1 1.23 1.35 1A61.68 1.78 1.87 2. 2.28 2.46 E/W t. 85 7 .62 .46 .1 -.05 -.24 .59 -.96 -1.29 SE/SW 1. 90 .82 .72 .51 40 .26 .03 -.19 -.40 1 .96 .87 .78 .55 .41 7 - - ►OH LENGTH$ Oft.- 1 it. 1W it 4W ft 514 ft. I 614 ft. 9%ft, 20 ft.+ •To wiect by Overhang Length.no part of glass shag be more than 9 ft,bebw the overhang OVER" RATIO= OH LENGTH OH HEIGHT T �.. , L H L H E H 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR yyOOD NORMAL WT. LT.WT. NOR. Wt LL WT 12.6 6 INCH R-VALUE EXT I ADJR-VA A J EXT EXT EXT 7- 1 .9 4.2 R-VALUE EXT 11.1 10.4 11.2 6.8 8.811.28.8 11 -1 4. 7-10.9 4.4 4. .t 6,1 4.9 1 - .7 4.2 4 4. 1.4 13- 18.9 .4 3,3 7- 10.9 4.6 3.5 4. .1 R-VALUE BLOCK 8 INCH 1 11 -18.9 2. 2.2 7. R-VALUE EXT 1.5 1 1.7 1. .7 E L 1.2 t. 7- &VALUE EXT A n; po%lwr� 10 .0 7 1.7 - 6.9 15.1 13.1 7-10.9 7.3 1 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11-12.9 .7 NDE ATTIC SINGLEASSEMBLYCONCRETE DECK ROOF 4. R-V L E WPM R-VALUE WPM CEILING TYPE 1 • 4. 4.4 1 21;9 .0 ' 10-10.9 3.2 R•VALUIE DROPPED EXPOSED 2.7 .6 -25. 1.7 11 .12.9 2.9 10. 13.9 2.9 3.3 26-29.9 1.4 13-18.9 2.6 14.20.9 2.0 2.1 90 DOOR WINTER POINT MULTIPLIERS(WPM) 37.9 1 2 19-259. 2.0 21 &U 1.3 1.3 38& 926&UD 1 DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD 15. 13. SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE See 903.2(s)) INSULATED 16.8 14.5 R-VALUE WPM R-VALUE WPM R-VALUE WPM 0.2.9 18.8 0-2.9 9.9 0 6.9 8.3 3-4.9 .3 3.4.9 5.1 7- 10.9 3.0 5.6.9 7.6 5.6.9 3.6 11 - 18.9 2.2 7& U 7.0 7& U 2.9 19&Up 1.4 913 INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R•VALUE With Return WIO Retum WPM I Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE r 1 10.9 5.0-6.6 1.12 1.08 PRACTICE - 2 6.7&Up 1.09 1.06 PRACTICE °3 4.1 F DUCTS IN CONDITIONED SPACE 1. 1.00 5 i.vg ' 91 HEATING SYSTEM MULTIPLIERS(HSM) 3 CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS COP 2.5. 2.69 2.7.289 2.9-3.09 3.1 .3.29 3.3 -3.49 3.5.3.69 Heat Pump HSM .56 52 48 45 42 .40 .38 Electric Strip HSM 1.0 Gas&Other Fuels HSM 1.0 See Table 9J for Credit Multipliers) PTHP& Room Units ' HSM HSM for COP 2.2.2.49 = 63. See above for COP>2.49. Minimums: Central Units 2.7 COP. PTHP&Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYP TING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM .98 Multizone HCM 90 Natural Gas AFUE 60- . .65. .6 .70.74 .7 .. 9 HCM .54 .5 .40 ther Fuels HCM .77 Where more than one credit is claimed,multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYPE SYSTEM SEER 7.8• 8.0• 8.5- 9.0• 9.5• 10.0• 10.5 11.0 11.5- 12.0 Central Units 7. 4 4 1 4 1 1.4 11. CSM .44 .4 1 PTAC&Room Unit CSM u 70J=R 7. •7.7 = .46. For EER's>7.7 use multipliers abov . Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTUIH 7.5 EER,and over 13.000 BTUIH 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDITMULTIPLIERS ilin d Fans Multizone Cross Ventilation or Whole House Fan(Credit for only one) .95 Attic Radiant Barrier 95 Where more than one credit is claimed,multi CCM's together.Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE R Electric EF .80-81 1 .82•. .84-.85 • .87 1 .. "7 -UL- Resistance PResistance HWM 4183 4081 3984 3891 3678 3560 3450 Natural Gas F • .49 .50- .51 -52-53 3t7lf 58--59 .60-.61 HWM 2259 21691936 1870 1807 174 Other Fuels HWM 3494 3354 3225 31051 2795 Water heaters must comply with prescriptive measures of Table 9A.EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYP T W6TER CRE IT MULTIPLIERS Solar Water Heater F .1 4 .7 1. HWCM 4 .i Heat Recovery Unit* With Air-conditioner H eat Purno HW Dedicated Heat Pump F 4 .4 44 r7 7�� must be used in conjunction with all HWCM.See Table 9M. SF means Solar Fraction. EF means Energy Factor. *Form 90OD-86 must be submitted to of a,n creat for Heat Recovery Unit. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(1)) COMPONENTSREQUIREMIENTS FOR EACHPR PRACTICE •i COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICEv2 COMPLYWITH A T 11 AND THE F I Exterior Walls n Floors T late penetrationsI infiltration barrier installN, SoleI n r lQint caulkedsealed. Exterior W ll din i Pe rations, i cracks n interior surt Iked,sealed or ggitelegl Ductwork ouctwork in unconditioned space must be sealed Fireplaces Eguipped wi hI m¢y Qn3ir.doors.a�_f�V4a ExhaystFans E i with dampers. ComQyfp n devices Combustion Heating :pdCe b+ra e!^ed:^q Sr5'e^S G�ded H'?n C�.ISCe__1r C,5:n 3s aiCat C vr•.e,i acc,anCeS PRACTICE •3 i COMP�' Y WITH PRACTICES 't AND 12 AND THE FQLLQWING_ Ceilinas Infiltration barrier in Interior Walls Tot)plate penetrationsI rm ra k n ins nor wdllg_caylk r k Recessed LiahtsI from conditioned sposv--Linwlat ® ian _ ttic Spa; Ductwork All ductwork located in CQnditioned Combustion Appliances Be m unconditioned space(except direct vent), draw air from unconditioned space, exhaust bv-products to outside. Stoves see 903 201 -6- aMl;tTZ DATA SHEET r,17M apr)SY-JrDATE /--2,42 f zd JCB ADDRESS Lot !/ 21t is +�� EPI FIs 1. Type Insulation in Walls a.2X H �!,✓.�, .�/ �r}tP'. P. 2. 'Type Insulation in Ceilings '�_ � � ��,°;� R 3. Type Insulation for Wood Floors �;; R 4. Concrete Slab Edge Insulation )l" R 5. Insulation Around Ducts , ) :I In Condit. Space ' 6. Type Heating SystemCOP J_e�) 7. Type Cooling System 71 , , EER 8. Type Hot Water Heater EF ' 9. Type Glass in Windows and Doors: DC µ DT Sc ST 10. Type Exterior Doors 6t"`k19 11. Are the dimensions of all windows and doors shown? If. m*t, this is required either on floor plan, elevations or in a sctXRhile. 12. Size of Roof overhang? /, /• �/ // 13. Ceiling Fans in All Bedrooms and Primary Living Areas? IJL.n 14. Is a mAti-zone AIC System to be used? � 17 15. Cross Ventilation in Main Bedrooms and Primary Living Areas? 16. Is the building oriented on plot plan with compass direction? If not, draw in on plot plan. 17. Is there a whole house fan (attic-type fan with a CFM Rating of 3x Condition Area?124- 18. Infiltration Package #1 12 13 19. Attic Radiant Harrier? � ' ,.y (See 9E) I certify that the above is the correct data used to calculate the EPI on the energy form submitted, and will be incorporatedin the subject job. S igr�eci CITY OF ATLANTIC BEACH .� 800 SEMINOLE ROAD -} �w ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026777 Date 9/02/03 Property Address . . . . . . 1869 BEACHSIDE CT Tenant nbr, name . . . . . . REPLACE A/H ONLY Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ UNDERWOOD, SANDRA OCEAN STATE HEAT & AIR 1869 BEACHSIDE COURT 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 67 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 67 . 00 67 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 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. BUILDING OFFICIAL rnW0q 5 IS CITY OF ATLANTIC BEACH `� 12 MECHANICAL PERMIT APPLICATION 0 3 Date: `1 nn 2 Owner of Property: '��[(ZI'��A lllad&M�DC4 Job Address: 1 g mjl i L 0-IT- Contractor: OCe�.t'1 S ��Q £ 0(c. UC* C0CIr{a310 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 part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. of heating fuel: B. Electric IS OTHER CONSTRUCTION/� G DONE ON THIS 8 ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? ` ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BENATURE OF WORK INSTALLED Residential or Commercial ❑ New Building (Provide complete list of componeon back of this form) Existing Building Heat _Space Recessed T Centlal Floor Replacement of existing system Air Conditioning: Room Central New Installation(No system previously installed) U Duct System: Material "thickness ❑ Extension or add-on to existing system Maximum capacity cfm ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity m ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road e Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fa::(904)247-5845• htt�://www.cLatlantic-beach.fl.us://www.cLatlantic-beach.fl.us 1/14/03 d UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 28th day of December , 1987, between the City of Atlantic Beach a Municipal corporation, hereinafter called "City", and Seda Constructiona , , corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 WHEREAS, Developer owns land in Duval County, Florida, more particularly described as Lot 11 Beachside refer to acreage, plat engineering 1869 Beachside Court drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' 1 buildings,' 1 residences and/or other improvements thereon consisting of' ' Single Family and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary- for City to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to .the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and , valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right..to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terms of this agreement. S. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change . from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and, egress to eacii of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to Bold harmless and indemnify City for all costs and damages resulting from flooding due to .back flow preventor valve failure. 8. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications tl►e applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities, than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic beach requirements unless otherwise .specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. C. A representative of City or its engineers will be the ,inspector of the project along with the Developer's engineer, but City absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City,. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such . conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon. execution of this Agreement the sum of 10� per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 10� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to . provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at. the rate of onethousand thirty five dollars ($ 1,035.00 ) per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of l 1 D. A meter installation fee to. cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $8S.00 per 3/4" x S/8" meter E. If available, construction .water will be charged to building based oil metered usage in accordance with current rates. F. hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is prqvided by the use of a mein extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro. rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ ' payable upon execution• of this 1greement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and ill consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and B. Water plant capacity charge upon the execution of this Agreement, a total of $325.00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of " " $1,035.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00 per 3/4" meter upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and C. Hydraulic share payment, in accordance with paragraph llr-1 of this Agreement upon execution of this Agreement, in a total amount of'$ and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of '$ . . ' . . . . . . . ' 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part ofthe project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost of any additional required outfall pipes to may be required by City. subordinated to the terms of the Agreement and easements required Herein prior to any acceptance of the facilities by the City'. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the developer, City and their successors and assigns. !However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to tlie City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the benefit of the successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all Necessary and reasonable repairs which must be. made by the City or independent contractors prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing - the real property and the amount owed may be filed within ninety (9U) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. 'Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City. B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built' drawings, verify the marked water and/or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. • J irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities, . F. A Bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. H. A deed for ,any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage . releases and mortgage subordinations as required in this Agreement. . J. For onsite and offsite coi?struction provide City an accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at • least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from' the appropriate regulatory agency for the water and/or sewer system, are required tnr{nr f, i 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box-25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: velo r Witness City f Atlantic B act Witness 11000 PQ • /db VO xd Ina N w7A cy'"�� 11 rs•�' /fa' /40 .Bc-.w►c-Arsrp►ar G' 7%, APP VED JAN 471988 ,,achside A ociation, f @.g► t OF HOUWA AMC tN11AN 0011101111111IT -4,01aL NOUM1 I ADVANIO MT1011 FHA ForeLOOS- of carbon copies,form Fong A111111reved VA orm]F� ng rat,, .soabo-v W. pMs Nw i3.•�OM� ❑ Propolltlld Consmictlon DESCRIPTION OF MATERIALS Na (Take iasartad Ilr FNA ar Val) ❑ under Co_01-h odor Ply 1869 Beachside Court , Atlantic Beach &SW Florida ` 2120 Corporate Square Blvd. Suite MOriQHliQr (Nams) SERA Construction C (Adler) CaTlrscfAvr or Buildbr Company Jacksonville, Florida 32216 (Name) (Address) i#RWJCTNS 1. For additional information on how this form is to be submitted, number 3. VADrk not specifically described or shown will not be considered unless ,It 4,•op►c2., etc., see the instructions applicable to the FHA Application for required,then the minimum acceptable will be assumed.Work exceeding;minimum Mortgage Insurance or VA Request for Determination of Reasonable Value,as the requirements cannot be considered unless specifically described. casebe alternates, 4. Include no "or equal"phrases or cOntradiclo y items.(Con. 2. Describe all materials and equipment to be used,whether or not shown on sideration of a request kir accepter"of wb"w ITINA els or equipment is not I Ile drawings, by marking an X in each appropriate check-box and enterin,* the thereby precluded.) udormanon called for in each space.If space is inadequate,enter"See mix' and S. include signatures required at the end of this form. icseribe under item 27 or on an attached sheet.THE USE OF PAINT CONTAIN- 6. The construction shall be completed in compliance with the related draw- Ings and specifications,as amended during processing.The specifications include ►NG MORE THAN FIVE-TENTHS OF ONE PERCENT LEAD BY WEIGHT IS PROHIBITED. this Description of Materials and applicable Minimum Properly Surtdards. t. EXCALATION: Bearing soil,type_ (;andY-T cam 2.FOUP"TH": Footing:coectate mix N/A ;wgillo psi ?_5(10 ileittforciag —#4 rsnn Foundation wall:m sinal_CdulCr tp R1 nc k Or MOnolit111C pAWoregg_N/A Interior fowdation wall:rrtatarial ..�'�Y'rc�+p h ly foundation wall-- NIA Column:malarial and sines NIA Piers:mmrw and reinforcing N/A Girders:m"rial and sines N/A Sills:malarial . N/A Ba"mant entrance ata *V--- = Window ataawtgrs _ _NIA 7lrrmin psalection Sri 1 Thi darn �— Hwtrnnttku apt>ce:ground ower * ;inaulatiom fouedaliom VMS N f A Special foundations Nn p Additional information: N/A 3. CHWKYS: Malarial St-lu`c-n cluar ?x4 Frami nQ Prefabricated(teaks wad errs) Martin Nn- A49 nr c%%X=rahl o Flue lining: material Ga l is Ma+a 1 Fearer flue an- W A Fireplace the sine All Vents(,,aerial and sial: (W or oil haler wtlar healer NA A Additional information: N I A 4• FNAs ri! I; ❑ bu , ❑circulator(snake a,d size) N A ,._ Ash dump and clan-out rim Type: solid hte Ws• �' Firep1m: facing Brick or Stone--;lining Metal ;hm* Brick or Stone ;awmel cptiOnaI AdditiaNl iafornnatlon: Drn�t,�l-,r•i n �-. ii-i-Martixa No A-4 2i-a-•-owWa:abl a wait. 5. EXTERIOR VOLLS: Wood frame:wood grade,sad apeciu #2 SYP ®caner bracing. building,paper or felt Tyvek & ThertTlUply None ;thickness NIA ; width N/A ; ❑solid;❑spaced N/A a c.;❑diagonal:_WA Siding None ;grade N/A—;type N/A :ain---N/A ;exposure N/A "; Nailed Shingles — ;grade N/A :type ;sine ;eapowra--N/A hosiag Stucco �n<n�inor ;thickness 314 Wh Mgtal 4ac8 ;Ma' N/g,,,,. Masonry v"wr N/A Sills N/A Liateb NLA Haze:flashing Masonry: ❑solid ❑faced Cistuccoed;foul wall thickness 435 ";facing thickness 3/4 ":bziag material Coming Backup material ly ;tbick ws 1/4 ";bmdm Nailed Door sills Concrete Window sills Wood LievAs Vioad Baas thehiag Mioistan Interior surfaces: darrtpproofirtg, cons of Additional unfornttNion: N/A -- NIA :m %*a of com Exterior ptturMittg:IrtelOrwl -- - -- Gable wall construction: ®um as maks walls; ❑other construction 6. FLOW FRAME' N/ _ ; her l�A :bridging NIA :anchors N/A Joists:wood.grate.and species - A ot Concrete slob: ❑basemen boor; ®firm floor: ❑ground supported: ❑self-supporting;mix 240 ;thickness A reinforcing #10 — 6x6 WN ;b"Wation N/A ;membma .MIAA, E�0lPt 1 - 1__,., a=„v ;thickness B+ ".Addgmial information:NIA s ` - DESCRIPTION OF MATERIAL 9, PARTITION FRAMING: # so i�, x4 ca 16m Cr Oar N/A Studs:wood,grade.ad Wwsine and spacing Additional information: N/A 10. CEILING FRAMING: N/A cher_SVA Bridging N/A Jaw:wood.trade,sad species Additional information: Pre-Fab Tnisses 11. ROOF FMMINO: Ranters:wood,trach,sad*=I" N/A Rodtrusses(sae demi):trade and species N/A Additional information: Pre—Pah Trll-Sses 12. ROOFING: 1 /�" Cnx P1=carrr7 or Oriented Strand Board Shesthiag:wood,Evade.and weer» __- -_ ;O solid;❑spaced NIA "< Roafing_Shingles - ..grade 1k2 i5 ;sine 1 7yAti --typo Ceaal Mt.Ir, Vim* Felt ;weight or thickness 1 S :sine 3r,m ;booming—Mai Ig (Wilt-up roofing___N1 A :number of pliesN/., _:wr�Cillg material MA phowng:material ra l v_ St—rap i ;gqe or weism a6 :a ;❑pwd f+ w❑snow pw AddWOW inbrmation: N/A 13. GUTTERS AND DOWNSPOUTS: j Guam:memial NiA ,tete or weight NjA .sin NIA ,shape N A DosroWwte:nwerW_MIA ;gage or weight Nj A *, ne 311 j sine A :shape N j31 ..Number M f.A_ DwffApma connected so: ❑Storm sewn;C)sanitary sewer;❑dry-well. ❑Splash blacks:material and sire: Additional inbr anion: NA n 14. LATH AND PLASTER IJIh❑walls,❑ceilings:msnriei N/A ;weight or thickness N/A piesm:caw N/A :tam N/A Dry-well®walls.93 ceilings: materiel SheetroCk :thickness 11211 :fininA Painted Joint tmm nnam Taped & Beaded 15. DECORATING:(ftw, ee&gp4w,,talc•) RooMe WALL FINm MATERIAL AND AmrATwm CanuNa FINON MATaanAL AND AMt KATION Kitchen Bath Other Addkined td. INTERIOR DOM F I AMD TRIM: BIRCH D :type ush Hollow Core ;material ;thickness 1_--A/qts' om Door trim:type StoCk ;material Pi r Buse:type Strr_k ;mot" Pi r ;aies — 11 Finish..doors Seal & Vern i.sh or Paint ;trim Sea 1 & ya rn i sh or Semi Q1 oar, paint Other trim(Inas.W and kcMax) N/A Additional information: 17. WINDOWS: Widows:type a1�'.-- ;nabs Kal lc�r ;mta a1,,..,; :sash thickness 1 1 mss:grades Tns A atex1 ;❑sash weights;U balances,type Qp ;head flnbinlg Tft: type Q=11m ;material_come- se-,4 f�eW_T atF+x :satllber coats_.2 rippag:type Integral ;material Vinyl storm sash.raNllI _N/A Sc 0, -: [-]full;Q half;type N/A ;number 1 each ;semen cloth msterw Aluminum Bewmeat wisdom:type None ;malarial N/A ;scam,number N jA :storm sash,amber _ N/A Spacial windows None Additional inforMA ion: N/A IS. ENTRANCES AND EXTiff DETAIL: Pine Main entrance door:material width 36" ;thickness 1-3 4 Fes;�lr .Ory 5/4 Other entrance doom: rnlaterial Fir Or White PSI 2'8" ;thickness 1-3 8' lame:matin _— ;thickaess5_(4 Herd Aasbiag Wood Vintaberstripping:type Vinyl ;sadnYas Aluminum Screen doom:thickens N/A ";number ;screen cloth malarial None Storm doors:thiclmessN/A_":number N_ Combination norm And screen doom:thickness N/A number N/A ;semen cloth material N/A Shutter: (3 Waged;❑fined. Railings N/A Auk louvea Exterior mlilwork:grade rmand 6 s4ecin_ N/A paint N/A :number Comm,N/A Additional inbatloe: slid" gl agg fimr — _nCy,lA}m 19. CABINETS AND INTERIOR DET IL:j Kitchen cabinets.wall units: moserial "" " lineal feet of shelves N/A ;shelf width 12 Base units:material wood ;counter op Lam. Plastic ;ads Lam. Plastic Back and end splash - Plastic Finish of cabinw S a i n & aguer :umnbar caste . 2 A" MATERIAL,COLOR,BORDER.SIZAL OAOE.ETC. TM (, qATTMAL MATERIAL MATERIAL Kitchea BMA ' LOCATION MATERIAL.COLOR.BORDER.CAP SIZES.GAN.ETC. HZWT vu T HaIONT IN$IIOWEM Tub — Ceramic Tile Walls OvaRhla PRostRLDN BMA 8' 51 7 Tub — Ceramic Tile W 21 MINNOW Bathroonl.coes om: CkRweasad;mlaww Steel ;numberN/A:❑Afached;mMeri l Steel ;Itamber N/A Additional information: N/A ZZ, PLUMB": FIXTURE Numexal LOCATION MAKE MFa's FIXTURE I TIFICATION Ido SIZE 1 Kitchen �OtO11 g;Rt 33x22 S Stee �Y 4 American Standar 19x19 White WAw Claim 2 American Standar White BMIWrb •c 1305.481 60x30 White Shower over tab✓ Sudl shower✓ Laundry trays ✓®Curtain rod '-0 Door 0 SAowm pm::mWriW Waver supply: 0 public;aommwnity system;d individual(private)synem.• S.W disposal: 0 public;®community system;0 individual(private)system.• *Sflow and drscrtb road w&W syarar in coeWM t&WI in separorr drawings Old tpec(f CONOu WCOA al so ngwnna ut Howe drain(inside): 0 cast iron;0 tile; O otber PVC Haw Ower(01161ida): 0 aM it";0 tile;0 adores Waver piping: 0 plveamd steel; ®copper tubutg;0 other N/A Sill coda,number F.1 ar-i-ri a mate and andel___. ;ftp 'CV4� Hi— nvo pwlaNic water beater:qp► ;heetfRg oapReM'__.� 20 go. loos rise. Stomp tank: material r.1,migg ,nj, si np1 ;capacity 52 gdlaa. t7as urvieE: 0 utility company;0 Ip. pet.Sas;❑other NIA an OP4,0 codwuS;0 baths h", rowing drugs connected to: 0 storm sewer;0 unitary sewer;0 dry well. Sump pump;malts and model N/A ;awwip N f A ;discharges low N/A 2. NEATwa 0 No wOr. 0 gleam. 0%%por. 0 One-pipe system. 0 Two-pipe system. 0 Radiawn. 0 CoRwecwrs. 0 Baseboard radiuion. Malde and modal A]f A Radiant panel: 0 foot:0 well;0 ceiling. Panel coil:material N.4 A 0 Circulator. 0 Room pump. Malls and model N 4-A :capacity--- *--tera spm, Boiler:moire End modal N.4A I Ou" Mi.;nM4 fob" i1 Additional information: __—aTf' Wrrm air: 0 Orwity. ®Forced. 'IYPe d system V.1eCtrie heat Rum air conditioning T l�r�l 4Q;�u lex Fi 1 wralag&ipp Pl ax, x Fi hPr 1 11 Duct��:Supply�' _a GJdiY'1fiiAa ❑ORwide iir iMate. Furnace: male and model Carrier 1RONO F/dn(OA2 wpw dnPQQn BbA.;owplt An,nnn _gado. Additional information: N/A ❑Space heater; 0 ru floor fuM,0 Will heater. Input NIA Btuh.;output N/A WA.;number unity ljj f A Mate,model Additional inknm4aa. Controls:make and type: Hnt�Yvc.sal 1 ctaga ttpat t f'nnl Additional IRfcrinatioa: N/A - Fuel:n Coal;0 oil;0 ps;0 Ip.pet.gn;0 electric;0 other Dj f n ;swragt capacity—_ NA Additional informMicm: Nit, ❑Gas burner,conversion type. C3Salter:hopper feed❑;bin feed C3Firing equipment furnished separately: Oil burner: 0 P..atomaing;0 vwuuw NA n Make and model N 4 n Coatrol _NJA Additiaal information: Electric heating sYmm:type NIA tear wew:O voila;Output MRM. Additional information: %twil,ing"uptanat: attic fen,make and model ;Capacity NIA dm. kitchen exhaust fan,nate and model n1F TN VA4.T Other heatilRg. veMiIMi1Rg.or cooling equipment Nutone 2n0 rpM (if frr=ij red) As Pei iuc woo: u. EL.EGT ,-, r-, . . . _ _�_- �. _..e.. inn 17ESCRWrMMOFMATERI" 1LATION: I� TMN THICKNESS MATEt9AL,TYPE,AND METIM OF INSTALLATION VAKM IlAaaten Ncat Blown & Batts � it Cedu� S Kraft Nbll Floor IiAwvam:(ma*material,and finish) Kwickset — Brass Finish SPECIAL EQUIPMENT (State material or make,model and quantity. Include only equipment and appliances which are acceptable by local law, custom and applicable FHA standards. Do not include items which,by established custom,an supplied by oocypanf and removed when he acatee pnmhW or chNnies prohibited by law/tum becoming rmlly.) _ Kitchen Range GE JBC 16 GH Dishwasher GE GSD 900G Di sl�o GFC 24QG RanaP Hood JN 334J Ductless__ _ 27. MISCELLANEOUS:(Describe any main dwelling materials, equipment, or construction items not shown elsewhere;or up to provide additional in/ormation when the 4W*provided was inadequate. AI"W mbrwloe by iters numbw to oonwpond ionwnbe ft uasd op this AM) 1_Carnet throi3ahnilt exc" Kitchen. Baths and Foyer, which are Vi nV l or ceraud til 21. Tnterinr Paint (I Cnlar) _ 31 i)nt i analWa l 11 1 paper; T nsta 1 1 ed in Kit& and2 Ba h� PORCHES NIA TEt N/A OAAs� See Plans MILKS AND DRIYEVS%YS: DriuSMIW:width_ 1_..6_x:base mowial Sand ;thickn ssSIS R•;wrteirg mwe W Concrete ;dricka 4 a Fivttt walk:width 3° mwrw Concrete;thickness " ••Service walk:width N/A ;mtlerW N/A dtickaat N A - �—. stupe:nimnal— N/A ;uta►dsN/A ';ritmN/A'.am*Ta b W OTHER ONIPTE IMPROVEMENTS:. I�p,cl/9 all"wriW centile krpowmais sot described else%*ere. including irenu such as unusual grading.drainage srrucores, shindig%Wk,jjWe,rMtilirtgs,art/ accesmysirrrcams.l Sprinkler system,, LANDSC/AAPING,PLANTING, AND FINISH GRADING: 1'optail N/A thick: ❑fraat yard:❑side yards;❑tear yard t0 he behind main bu,Wipg. Liwnt(seeded,sodded.or sprigged!: ®finSodded al yard ' ❑side yards Sodded . (]rear yaw Sodded N►anurtg: ❑a specified and drown on drrwinp;®at faaw:: 20 plants and assorted shrubs Shade saes,deckhmus. •caliper. Low nowarirta uses,dacidums. __ IM Evergroea trees. l CITY OF , Office of Building Official fY� REQUEST FOR INSPECTION 7 Date .J Permit No. Time A.M. Received P.M. District No. / 9 I L;Y Job AddressLocality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL- / PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring Rough ❑ Air.Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. on. Tues Wed. Thurs. Friday P.M. Inspection MadeP.M. Inspector Fin Inspection❑ Z&;� Certificate of Occupancy