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Permit 1171 W Linkside Ct (vault folder) BUILDING, PLANNING AND ZONXNG � INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Building Permit Number: Address: Legal Description : 8/ �- C�/ ✓ �7\0-1 3 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 Lowest Floor Elevation: v required as built n/a Sales Tax Certificate: date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief Public Works --------------- --------------- --------- Planning Director --------------- --------------- --------- Building Inspector --------------- i wrrtt*firatr of 'Orrnpttnry CITY OF AVpN& &4A- This Certificate issued 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. Single Family 10048 Use Classification Bldg.Permit No. Group Type Construction Fire District.. Atlantic Beach _ Billy M. Arzie 1223 N. 15th Ave. Jax. Bch. Owner of Building Address 1171 in si e t.k �e va L in csi d-e nit Building Address Locality_.__.___. _ — __-Rene .A S Budding`0(ficial Date: I F"T IN A CONtrictiou6 PLACE PREPARED 9/12/03, 7:49:39 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/12/03 -----------------------------------------------------------------------------------•------------- ADDRESS . : 1171 W LINKSIDE CT SUBDIV: TENANT, NBR: CONDENSER CONTRACTOR HUXHAM HEATING & AIR PHONE (904) 246-6721 OWNER DUNHAM PHONE PARCEL ; 172374-5155- - i APPL NUMBER: 03-00025586 MECHANICAL ONLY ---------------------------------------------------------------------------------------------- PER.MIT: MECH 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------- ---------------------------------- 34 01 9/ 2/03 L E FINAL TIME: 17:00 SUSAN DUNHAMS, 1964 IS DOOR CODE -------------------------------------- COMMENTS AND NOTES ------------------------------------- CkVY Of 1+0""" i r ��aa, �e o gu►ld�n9 Sp��,QN Dec foa�N aE ��. / >U P•M Voc tSty Dakee a Mg1ty G. G C� P�eat�n9 � aecer�ed 1 ortta Job dress R�E�RICN, R°u put C Pre Fab CoP pM. ou9h wiriu9 $ewer oN�REz� O temp Pote ner F'aa4 e D Frtday an+ C �pN Footrn9 R 1NSPRC� �nurs• iL 0 s\n e1pp aQ°t'in9 d Wed inat tnsP ro °upa(M G Ro utatiro Sues• �` Ge��t`ca pate Mon rQ Made L � 1nsPeci3On � Inspector ,J lT_ PREPARED 9/30/03, 8 :12 :07 INSPECTION TICKET PAGE 11 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/30/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1171 W LINKSIDE CT SUBDIV: TENANT, NBR: INSULATION,DRYWALL,FLOORS CONTRACTOR GOLDEN HAMMER CONSTRUCTION PHONE (904) 727-6985 OWNER DUNHAM, RICH PHONE (904) 246-3443 PARCEL 172374-5155- - APPL NUMBER: 03-00026649 RESIDENTIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DES RIPTION TYP/SQ COMPLETED RESULT RE ULTS/COMMENTS ------------------------------------------------------------------------------------------------ 13 01 8/27/03 LJH B FRAMING TIME: 17: 00 8/27/03 AP 16 01 9/30/03 LJ D FINAL TIME: 08:00 CODE 1964 SUSAN DUNHAM -------------------------------------- COMMENTS AND NOTES ------------------------------- CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No, Time A.K Received PM. Job Address Locality Owner's �yy� Named Contractor ILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing D Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ jf READY FOR INSPECTION Pre Fab J A.M. Mon. Tues. / Wed. Thurs. Friday PM. cC A.M. Inspection Made _. PM. Inspector Final Inspection❑ Certificate of Occupancy❑ Date CITY OF 1*&a c Ve d - 9&ux a 716 OCEAN BOULEVARD P.0.BOX 26 �— ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 DATE: _ a9l PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------ --------- ----------------------- ----------------- ------------------------------------------------- ------ ------------------------------------------------- Zt- ------ ------------------------------------------------- SINCER Y BU IN ' INSPECTION DIVISION cc:FILE ADDRE55_.L\, 1-- - ---------------------- CONTRACTOR__ _ OWNER --ils,�:4'--qi" ------------------------------------ BUILDING_ MECHANICAL_U� _t t- — PLUMBIN _ ----- ELECTRICAL` 3 ' TEMP POLE _ MISC----------- �l� ELECTRICIAN DATE FAILED DATE PASSED TEMP POLE JEA---------- ----------- ----------- FOOTING -----____-- -��- T�W ROUGH PLUMBING SLAB ----------- -�� -- �� FRAMINGq ----------- ----------- MECHANICAL/FIREPLACE Q� TOP OUT PLUMBING ROUGH ELECTRIC FINAL ELECTRIC FINAL BUILDING ----------- ----,",-//------ ELEVATION SUBMITTED ----------- CERTIFICATE --CERTIFICATE OF-OCCUPANCY DATE ORDERED DATE ISSUED CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 1171 LINKSIDE COURT WEST SUBDIVISION 63 ATLANTIC BEACH, FLORIDA 32233 SELVA LINKSIDE OWNER NAME PHONE BILLY M. ARZIE (904)249-4526 LEGAL 15ESC: LOT BLOCK SECTION PERMIT TYPE ` U 30 CLASS OF WORK BUILDING cc CONTRACTOR PROPOSED USE NEW z BILLY ARZIE SINGLE FAMILY uj 0 WORK DESCRIPTION zr r ;. < SINGLE FAMILY DWELLING Z INSPECTION REQUIRED INSPECTOR O < i F T AM 2 ir t DATEINSPECTED By APPROVED REJECTED ❑ COMMENTS PNpGME0j SEcS �NFQvkoP►`N M { 04_ `O AM' N 9 m v 2 7 m o' OIn 9 m � o� 01 ZN C,a 0G y 7 Y VA O T4 vo m f0 Ki s r� to �Z�a Cs1 O to Z. OA oO A .p CCVA S WW O� z � - z' 9 �o In ° O ° E o 79�Ul VA p �U-1 Ga .4 , . CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOBLOCATION 1171 LINKSIDE COURT WEST PERMIT# 63 { ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION SELVA LINKSIDE t OWNER NAME BILLY M. ARZIE PRONE (904)249-4526 LEGALDESC: LOT 30 BLOCK SECTION 1 PERMIT TYPE BUILDING CLASS OF WORK NEW W CONTRACTOR BILLY ARZIE PROPOSED USE SINGLE FAMILY u Z4 calWORK DESCRIPTION <, SINGLE FAMILY DWELLING z INSPECTION REQUIRED 3 SLAB INSPECTOR PM >� ` DATE INSPECTED /-17 � BY Cl f��.�� APPROVED I S/wi REJECTED ❑ I COMMENTS 4 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 1171 LINKSIDE COURT WEST SUBDIVISION 63 ATLANTIC BEACH, FLORIDA 32233 SELVA LINKSIDE OWNER NAME PHONE BILLY M. ARZIE (904)249-4526 LEGAL DESC: LOT BLOCK SECTION PERMITTYPE ot Lu 30 1 CLASS OF WORK BUILDING ct w CONTRACTOR PROPOSED USE NEW BILLY ARZIE SINGLE FAMILY 2 0 WORK D65CRIPTION at SINGLE FAMILY DWELLING oINSPECTION REQUIRED INSPECTOR a 4 COVER-UP AM x L DATE INSPECTED I"2 BY APPROVED REJECTED ❑ COMMENTS 000368 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH RtiT 1' 1.11F•()RHAl'l011 _ -- -.__ LOCATION 1141" 1F?i9t►"F' CON - - ___..___ PFI mit tlumb(i.v : `1(-;(3 1171 LINKSIVE C;OORT WEST E'Grn►it. PyE, ': FL.EC TR IG AL ATLANTIC BEACII, FLORIDA 32231 Clado. of Walk : 14 EW - - _' _ LEGAL. DE:S(:Ft.CPTIOt1 Crmir;:t..r. Type; tl/A .cats 8louk : ectiors : Pcopt-isi.-,d Uloe: `--3,111GLE PAHLL..Y F`1aaL. Book: Page 1 O 1.)ore IIilligo: 0 t:ude 0 "u4aci_tviBlon . solva lillkside Eltimated valuo : . Vii). 00 ---------- OWNER I11FC)HMATION ----------- Improv. -__..____Improv. Cue,t : 0. 00 1ravof;?; HILLY AR IE To L a I Fees: $40. 00 1171 1 111Y.SIDE. COURT WEST Amount PaJ.d-- 1,440. 00 ATLANTIC BEACH, FLORIDA 3223:3 Date paid: IIu 89 � Phoiile: (904 ) 2,1.9-- 4:308 Work D�rfmqc--: c,aa;?, al lxm Pal;?I50am o , I h 3w 2 30volt uabLe rac:ow. a y b 0. 00 RIS IIIS E;L..EC"TRTCf CO m m C wf �3 0 00 0 ZZ YJ �0. 0 0 CD l C1. CIC► (D r)t t y r vi T A ` Aa; 00 Q Z v .50. 00 m1 e�u. cto m 0 io. 00 ❑ ❑ ❑ m Sta. C1t:1 m ' 8 a 3 C O NOTES: ti rm- N m O ti 0 aim .� g op Z 0 v, m n ; a R a "aZ ❑ r- o y m c -1 0 M D Z 3 m O T o o V m m p C o P NOTICE —ALL w = Z E POURING m z _ a O BUILDING MATERIAL, Rt 3LIC SPACE,AND MUST BE CLEARED UP AND HAUL T m is cRO o m X a = a Q° Z "FAILURE TO ( F) i CAN RESULT IN THE PROPERT' 33 ° PROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA Appel by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 21 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. elz. I t ELECTRICAL FIRM: IAASTPLR EL E TRICIAN SIGNATURE NAME�? _ ADDRESS:ESS: LiJ -.RFD-BOX- BLDG. FD BOXBLDG.SIZE BETWEEN: RES. APT.( ) COMM.( 1 PUBLIC( 1 INDUS.( ► NEW OLD( ? REW. ( ) ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEW INCREASE I 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS V COPPER ALUM. SWITCH OR BREAKER AMPS PH W OULNOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 81.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR M.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0'1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGEPHS MISCELLANEOUS e I 000063 DEPARTMENT OF..BUILDING ` CITY OF ATLANTIC.BEACH t T INFO RNAT ON _ LCIFCATICII NFORKATion ---------- - permit -- F rmit Nus_b r;� Add ss X171 LINKSIDR COURT WEST P t T ;p a BUILDING ATLANTIC NRACH-r FLORIDA 32233 G 2 so W m .KSW � ---------- LEGAL DESC"L PT --- -- Constr., T WOOD BAR Lot i' 30, � Et.11�ock: Proposl6d Use S%NILE *A14TLY Plat Books Pa 14*s 4 ► e13zsR em 0 Gvdo':x Subdivisi+ hi SELVA L.INX911DE t d �► s 84 � x' r„ . w OWNER INFORHATION -_-___---- Eli i xaworbv. Cost m I!#* vs BXLLY H.I ARZIN Tit* ia� Address: .1171 LINKSIhE !COURT WEST w, 004, ATLANTIC 'HEA0H, FLORIDA 312233 D t C3a i` Phono s 904526 Aiark EVS LICATION IRE WATER.RR ACT 410. pre *10 ApIre , RADON GAS�R. Vit. �, $2 . RADON GAS � � , WATvA TAP .;.." �,,._ ": ". .,... .,...._ EWER TAP.. . . . C! R` ' HYDRAULIC SHARE .d04 I A I j/10 a R -INSPECT FEE OTHER i. NOTES. NOTICE ALL CONCRETI*-F RNI$AND FOOTINGS MUST BE INSPEGI'ED BEI C)RE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBItSH AND C1SRIS FROM THIS WORK MUST NOT BE PLACED INyPUBLIC SPACI �°AND MUST BE CLEARED UP AND HAUL'ED AWAY`BY EITHER CONTRACTOR OR OWNER. FAILURE.TO COMPLY WITH THE McCHANICS' LIEN LAW CAN,RESU�.T 1N THE PRQPEPT'Y E� ' NEAR, PAYING TWICE FOR QUI .DING 'IMPRC'�VEMENTS." ISSUED ACCORDING,to APPROVES? PIANS WHICH ARE PART OF-THIS PERMIT' AND SUBJECT TO REVOCATION`FOR' VIOLATION OF APPLICABLE PROVISIONS OF LAW, F. ATLANTIC BFACI^I*BI f;LDING{ EPARTMEIVT y V Z 7 Address l _ i 116ted Square Footage per sq ft = $ _ sv Garage/Shed "2l @ $ • er sq ft = $ Carport/Porch @ $r © 'Per sq ft = $ Deck L @ $ -'e'er sq ft = $ G'Ily Patio @ $ per sq ft = $ TOTAL VALUATION: $ 12 6 ,5�v Z2,6 !�_b Total VAluation lst $ CLIb of�. • �� '---, 7 Remainder Valuation '�OOper thousand or portion thereof ---. -, Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIREb - ; + 2 Filing Fee $ Mechanical ' Fireplaces @ 15.00 $ Plumb' ; BUILDINGIPERMIT FEE $ -7" j�- Electric/New UNDER-ROOF@1 /1000sq'ft FLOOR SPACE .----- -'------------ Electric/Temp Septic Tank BUILDING PERMIT s. Well WATER METER CHARGE $ 'Z) Rvimning Pool SEWER IMPACT FEE $ O_ Sign WATER IMPACT FEE $ q -70 Water Connection MISCELLANEOUS $ o?3 , 7 7 Sewer Connection Water Meter $ Elevation Certificate GRAND TONAL DUE $ • ----------------------- ----------------------------------------------------------------------- CALCULATIONS and/or NOTES CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT - . . _ - '----=-�----_-- _ ?��S Owner ne� rn ------- -- ? N/ �zep pho Architect-- - --------Address------S�mc-- -----zip- "-- --2--S<=-�-`--5- -�-- / l Contractor �,Ieme ,Address__ 'S,# zip �� o hone Contractor's Licnse number �S mo 'S3?/f ____expirationE4 V,04 t./,V5Tl>E' Lot 3� Block or Section ____Subdivision !1N/T. Ag'/ __Zoning_�E'$___ - - `;A1i5iD�G as RT u/r --------- /----- Street-------------between_L/N� ---- Type Construct ioncoqMar No. Units / No. Fireplaces / Purpose of Building. � lD ��- 5 06 p g_ _____ _Est. Valuation S_ 7 ......... Utility Method - Water t,'-/7Y Sewer--C-Ir(/ Dimensions - Building_.S!tF_VDly S wLot__5OX/©0 Size Footings /UX 20 Sz. piera____ -- Sz. Silla --- Span Sills--------------- ------ Sz. Ceiling Joists __Distance on Centers - _Greatest Span___ Sz. Floor Joists ---------Distance on Centers Greatest Span_,_____ Sz. Rafters "- Distance on Centers Greatest Span_-____ Method of Heating_7Aewo & Solid or Filled Ground SUL_/_ Roof N Flood Zone_,_FL __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. r Signature Owner Date Signature Contractor ' L/ Date page 2 AU6 2 6 �y 13uldil7g aju.ZJ PLANS REVIEWS CHECK LIST r Address-1 1_7-1_ ______Owner Legal Descriptio �- S50- Contractor- r icense Number________________________ License on File YES NO Section 24-101 * Zoning Reyyg--��ulations Zoning District P a U _____ Proposed Use Required Lot Size/ 1R� Actual Lot Size___!�� _ Setbacks Required / Provided Section 24-17 front _ � CORNER LOT INTERIOR LOT rear _� --- --� Flood Zone___ side-1 ---�--- ---L -(2- --- -- Required Elevation side-2 _ i t Max. Height AlloweProposed Height__ Section 24-82 * Minimum Lot CoverasLe Required Heated Area61d Proposed Area - � ?-- Section 241,161 * Offstreet Parking Number Spaces Required_ Spaces Provided Section 24182 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES N0 Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed b _______________________Date________________ Building Permit #---------- ISSUED DENIED f City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee i FIXTURE UNI'T'S ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CI'T'Y WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXEDIIIAT 'TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY ,WATER SXSTEM. __11r ! BATHROOM GROUP CONSISTING OF 1f ___ - SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH `�" (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE ___ WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINALIWALL LIP (4) -� _____SHOWER GROUP PER HEAD (3) , _____FLOOR DRAIN (1 ) _____SHOWER STALL DOMESTIC (2) _LAUNDRY! TRAY (2) I ___'_LAVATORY (1 ) � COMBIN TION SINK AND TRAY (3) -7 ____WASHING MACHINE (3) ___POT, SCULLERY SINK (4) ___(_DISHWASHER (2) ____ ' WASH SINX EACH SET OF _____ i FAUCET$ (2) KITCHEN SINK (2) 1 { __ DENTAL LAVATORY ( 1 ) KITCHEN SINK WITH WASTE GRINDER (3) ---- 'DENTAL UNIT OR CUSPIDOR (1) _____BIDGET (3) 'URINAL STALL, WASHOUT (4) _____FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) 'DRINKING FOUNTAIN (1/2) _____LAVATORY, BARBER/BEAUTY , SHOP (2) __-_ •rLAVAT'ORY, SURGEONS (2) _____SURGEONS SINK (3) ICE MAKER ( 1/2) WEI' BAR (2) i ! I TOTAL FIXTURE UNITS_`^, @ $20. 00 EACH JOB INFORMATION _________________________________j_____ ---------- CITY OF— �` t `� : LAH e f '. —.. FLORIDA 8-31- NAME Bill A pie (9_ t ADDRESS_ 1223 1 1 i CITY Jax. Bch, Fl. 321150 t W ter pact Feevv#40-.3 "700 470.00 Serer T` act Fee 40x3 "_ 200 1,035.00 Radon G Surchar e # 01- -01 22.59 # 01-341-9001 1.18 1.528.77 Lot 3 Selva Linkside Unit S 1171 Linkside Ct, W. When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURE! 0`00381 DEPARTMENT OF BUILDING CI'T'Y OF ATLANTIC BEACH PERMIT IHF'I:33RMi��"�#3�1 �� _�� » - - LOCATION IIlr;I��)Cl.A"fTQtt _ . Permit L Numb t, 3+►1 dd r 1171. L.INk�SM COURT 'WEST Per` J IatEC#IAI ' `C it. ` ATLANTIC StACH., FLORIDA 32233 CL �� =s NEW" - LEGAL D �CRIF'TSt�t� P aped ct Use SINGLE FAMILY PlotBook Q ubdiviai0al SELV'A LINKSSIDE OWNER IMPORMATIO4 Estimated Value' rO. LJ BILLY A>Name m r ,: 00,00 `�r "; 040.00 dd eows 11 1 L.Il,I.KEIDE Ct3ttR" WEST A c uca a4t . ATLANTIC BEACH, FLORIDA. 3� 3 ' J " Lj ICATIOU FEES ER141T $40.00 OCE ATZR IMPS FEE, A1 +ClN' CAB : R. B. $O.CLQ 40.1103 TL RADON GAB *0. 00 '7 . .. ...: ... t:ATER:.'T`A .; Q. 4.. 1 I SEWER TAP TAP $0.00 •R _ f 1 . RYDRA, LIC SHARE 00- 00 1! � RE- SPECT _F'EE 4. ENGINVER L NG �O w NOTES: NOTICE-ALL CONCRETE FRMS AND FOOTINGS MUST 13E INSPECTED BEFORE POURING I PERMIT VOID,SIX MONTHS AFTER DATE OE ISSUE aUIL1d1_ 6 MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED INPUBLIC SPACE,AND.MUST BE CLEARED UP.AN'D HAULED AWAY BY;EITHER CONTRACTOR 08 OWNER: �'FA1LURE TD C }MPL:Y WITH THE MECHANIC ' LIEN LJ►VI/ GAN RESULT IN THE PROPERTY gWNEWPA`�1NIa �`VIIICE FC�� BUIL DING �MPROVEMENTS." ISSUED ACCQRDIN,G TO APP RQUEb PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO'REVQCATIQN FOR VIOLATION OF APPLICABLE NS OF LAW. k ATLANTIC BEACH BUILDING DEPARTMENT ti ;•< r Jd`TSQA F,t xr ' ik t,t s� 0 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. LOCATION street Address: OF Intersecting Streets: Between And BUILDING Subdivision N 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 attechpd plans and specifications which are a,part hereof and in accordance with the City of Jacksonville ordinances and standards of'good,.Practice listed therein. Name of Mechanical Contractors Contractor (Print) S Master Q�'-��Cp Name of .Property Owner F 1 c_L.- A Signature of Owner Signature of or Authorized Aden Architect or Engineer III. ON A. Typo of heating fuel: B, IS OTHER CONSTRUCTION BEING DONE ON W H--.-: THIS BUILDING OR SITE? �S //(3 Gas-•❑ LP ❑ Natural ❑ Control Utility IF YES,<GIVE NUMBER OF CONSTRUCTION Q OIC PERMIT 'Gl O Other — Specify IV. #MECHANICAL IOUIPMINT TO RE INSTALLS NATURE OF WORK (Provide ebo►pbto list of components on back of this form) Residential or Commercial Meat 13 Spam O Reeoaod XGrltnal O fieer New Building Air Condstiorsirsgi ❑ Room >CorMral ' fl ❑ Existing Building � Oeet 4-00m: MehriolThiekmss ajU 1 ❑ Replacement of existing system.. ..,.�..._ Maziglwq capacity I e f m. X New Installation(No system previously Installed) ❑ Extension or add-on to existing system Q Refri9artion O Other — Specify Q .Cooling tower: Capacity g.P.m. Q Fire sprinklers: Number of heads, Q `Elevator 0 M"Oft ❑ Escalator.�.�_(numbor) THIS SPACE pOR OFFICE USE ONLY C3 6osohno pumps,. (number) (Raeatresl) . O' Teaks._-..—(number) Romearhs ❑ LPG coataiaart_,r ...(number) Q Ue"d prouuro ve" O Milers Pannit Approved by Dah. Q `Other - Specify Permit Ulrr ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Approvilaff NUMbatr Un ti EwadpUa t Mdel oNumber mmuhatunr )� UT'ILI'TY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this /0 day of 198 t, between the City of Atlantic Beach a Municipal corporation, Hereinafter called "City", and a ' corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 WHEIT-AS, Developer owns land in Duval , County, Florida, more particularly described as � re er to acreage, /plat enginQering 1 s or legal escr tzott as Exhibit A .lam! ✓ v`-' ' and WHEREAS, Developer plans to develop said land by constructing lbuildings,' residences and/or other improvements thereon consisting of ' 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; nil 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 gover►miental 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 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 gover►unental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with tho teems of thls 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. U. 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 sliall be transferable. Developer will also furnisli ' 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. Basements will also be furnished to provide for onsite water distribution lines, including meters and sewage collectiola 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 sewaue uuinnina r*-* to said sLaLc 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 each 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 slut 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 field 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, flans and specifications the applicable standards and specifications of tite City. 9. A. if the Developer modifies his development plates 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 trust 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 oil 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. 13-. A representative of City or its engineers will be the inspector of tlin nrninct n1nna wifh Hen 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 maids, pipes, valves and fittings acid appurtenances up to and including all teeters 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 alipurtenances, 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 casements fox• multi.-•it7mlly projects such as apartments, mobile home developments, condominiums and I'UD's or for connercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket casements over private= Property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the .Cull length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City litres shall terminate with a manhole. D. 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 tine 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 Upoll execution of this Agreement the sural of ion 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. 'tile 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 $20.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at. the rate of onethousand thirty, five dollars ($ 1,03S.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 i 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 $85.00 per 3/4" x 5/811 meter E, if available, construction .water will be charged to building based on 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 . a 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 !Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and in 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 exnirP 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 advnnce depn,;i.t :fot Rt1 �llOUl"11117, n+im.in.i.: t.intivu iu+�l 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 7o - ; and C. Sewer plant capacity charge upon the execution of this • G c7 Agreement, a total of and D. Meter installation fee according to the City's service availability policy at time of installation which currently is � � OV _ upon application for hook-up of individual lots, apartments, multi-family lots or units; and L. Construction water based on meter readings in accordance with City's rate schedule; and F hydraulic share payment, in accordance with paragraph 11F-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 vVo 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 Cit y '111d pnymien t. U1' . ull fees and charges . in effect on date of application and compliance : by Developer with, all provisions of this Agreement. ld . `le charges;.costs and fees for any separate emergency fire protection water systems, for subject project will be subject to negotiations between City aid Developer. if buildings of more than two stories are a part of , the project, Developer shall furnish at its expense water pumps and other appurtenances as Necessary for pumping water above. 15. All plant capacity aid service availability charges, fees and other charges as outlined above are based oil normal domestic sewage defined Herein as containing not more than three hundred (3UU) parts per million biochemical oxygen demand or three hundred (HU) parts per million suspended Solids. Whenever water which contains more than these amounts is to be admitted to the scyers, 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 (RU) 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 subordinated to the terms of the Agreement and easements required hereli► 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 I 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 acid shall inure to ti►e benefit of the Developer, City and their . successors and assigns. However, in the event the Developer has nvt paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to tl►e City by Developer under the terms of • this Agreement, and all easement and convey,ances required by this Agreement, then this Agreement shall trot inure to the benefit of the I 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 ttec.essary in conju,iction with residential or commercial construction. 20. Unless the damage to any onsite improveme.tits are the result of the negligence or willful act of the City,, its ol:ficers, or employees or authorized agents, the owner or Doveloper :of such property upon which the damage occurs shall .be responsible for thv `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. payntent 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, tile. 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 tl►e 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 tile City. ' U. "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 wylar 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 slioiaj,t on design drawings. • r irrevocable letter of credit, the terms of ti•1hicll 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. , C. A hill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. 11. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. Vie title evidence, mortgage . releases and mortgage subordinations as required in this Agreement. . J. For onsite and offsite coiistruction 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 prior to final yS 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: Develope Witness y of Atlantic Beach Witness � i Ci PARTMENT P 8 #1 ?1N41 CITY OE ATLANTIC SEACH Ilk 4 oc Ion Xurooll it 091 Cont AtLKmri+C il;AGlf�„ " :C l# A '' + : + s �.' vo ' a:. ' p 00 F i ��+1� " f +M w m js }: Ho 'r:, { p!.♦ j; . a ;aii.,^��yy 0tK -,fir s .w. '> loo F A ��/ � : v ��., NOTE& e NOT ICS�-AL'L.COMC 3 1"E< f� fAAS A+l©FC?bTIMds MUST BI. CMOPECTED BEF�IRE PC1U�tiNt�, F� R +tIT Vol SIX MONS t 1S'AF iE.R -ATE�01=1 11E . BU#LDIPIG NI' " r -I RUIN"e�sy'AN t E `#' IS,FROM.THIS WORK MUST Not si I?LAOEb IN f�UE$Lt�'SPACE,AND MUST BE CLEAI3E�UP ANQ HAULS A111IAY ICY EiTt 'ER CQNTRAC TOR OR OVVfi1ER i 1. l R C 1� .' " ' ` 't " `H Nt H�41�t r' LI N: 1,.��11/ G1� ,RE �LT #N THE Pi "t 'SC :1 " ►'1� 1jE �CJLt'NI1lROi1IiT � t �f 'C+CQt t tN .`FC �tA'PROV > L/ 1 fhijbH ARE PART'OF THI,5 Pe'R f AND sUf J CT TO RE1lQ A1IC?N R " P, lool SIKS tt�'f'[t}M C�r .; 'f 1CABI E.FtOfttl ►F LAAI, �T Ah1 B�. BUII.f AIQ TMENT s CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247.5826-FAX: 247-5877 I ---- PERMIT INFORMATION -�—�� LOCATION INFORMATION Permit Number: 24645 Address: 1171 LINKSIDE COURT WEST Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Lot(s)-30 Block: Section: ! Proposed Use: SINGLE FAMILY Suivision: SELVA LINKSIDE Square Feet: Est.Value: Parcel Number: Improv. Cost: 430.00 OWNER INFORMATION Date Issued: 8/15/2002 Name: DUNHAM, SUSAN i Total Fees: 25.00 : 1171 LINKSIDE COURT WEST NTIC BEACH, FL 32233 Amount Paid: 25.00 Date Paid: 8/15/2002 * �� _ L P 903443 — Work Desc: REPLACE_ B EN' 1 O - --_ _G S - -_i CONTRACT _A T N FEES PROPERTY OWNER 25.00 G NOTICE- I, PECTIO "MUST BE REQUESTED AT LEAST 24 HOUR IOR TO i ECTION BUILDING MATERIAL, RBISH AND ' RIS FROM THIS WORK MUST E PLACED PUBLIC SPACE,AND � MUST BE CLEARED UP A HAULS EITHER CONTRAC OWNER "FAILURE TO COMPLY Wi ' THE NS L NA► A SULT IN THE PROPERTY OWNER PAYING TS"" ISSUED ACCORDING TO APPROVED PLANS WHIG OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I o': MM Tw: 0C lawn: 1 I *rte: U15M 4 W: am 14 FITS-M1L11<MG i 10.4 WINUMM ATLA IC BEACH BU1 DING T. 1172 LIMBE L? V Q MW 3253 a25.t10 Tram date: 8/15/02 Tire: 14:54:49 CITY OF ATLANTIC BEACH PER/MI'T� CALCULATION SHEET Address L c kxkLS G P2 GS • w Date Vc, �5 • �� Heated Square Footage @ $ per sq ft = $ Garage/Shed per sq ft = $ Carport/Porch J7�@W_per per sq ft = $ Deck sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15. 00 $. BUILDING PERMIT FEE $ WATER IMPACT FEE $ t SEWER IMPACT FEE $ to n WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) . 0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ J ADDITIONAL PERMITS OR FEES : Mechanical .; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : Y y City of Afl tl';c 't .1 Bt1tid3i1g- and o _ ' ,�w c si c}.• . City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone:.(904)247-5800 • FAX (904)247-5845 •http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAIVULY (DUPLEX CONSTRUCTION p� Date T V 2, Address where work is to be performed W-71 Ll m�:s�de (1--f- Vv Applicant S oj/� U n I/l am Address l ( L—f(I kS I de CT " " Phone: a � 3 T �va Ll �y e Uh i-J Legal Description: Block umber Lot Number 30 Zoning District Contractor /��C'd L �- State License Number Address 1<(,111Phone (?01�) J / Y'�/6 City. OC ISS a0 V i l e State Zip 6 Fax 350 -006 f Describe Proposed Use and Work to be Done aC- hQ Present Use of Land or Building(s)' Valuation of Proposed Construction ��• Building Date: Q� ft Mean Roof Height (ft) Building width O (ft) . Building Length O Roof Slope YX 12- *Window Elev. 3 (ft) Window Height (ft) Window Width; L__(ft) Measurement from comer of building to window /. S (ft) s 5 h 5 s *Window Eley.From Grade �Q guality Accuracy Assurance Fenestration Testing Laboratory, Inc, 1677 West 31st Place Hialeah,FL 33012 Phone:305/819-7877 Fax 305/819-7998 Lab.Number 2127 September 9,1998 Report Number 55 File Number 98-102 Page 1 of 3 L-3104 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: HS-055*-73 X 49 ADDRESS: P.O.Box 6398 SPECIFICATIONS: AANIA/NWWDA Jacksonville,Florida 32236 l0A/� . .��E D DESCRIPTION OF UNIT CITY OF ATLANTIC BEACH BUILDING OFFICE Model Designation:Series:RW-4/5 HP;Aluminum Horizontal Sliding window AUG 15 2092 Overall Sim-6'1"(737)by 4'1"(49'7 high by 1.895"wide Configuration:XO Na&Size of Vents:One.odnAded aluminum vent,3.'0"(36")by 3'9"(45')high. MATERIAL CHARACTERISTICS Frame Conshv don:Test unit bas atlange type frame,butt joints and a white.coated finish.Aluminum alloy is 6063-T6. Frame cots were fitstewdwithtwo No.8 by 5/8"pan head sheet metal screws.Fixed meeting rail was fastened at frame brad with two Na 8 by.2"flat head sheet metal.smm and to frame sill with two No..8 by 1"flat head sheet metal screws. Unit tested with a 2.600"high overall interior sill flange.Size of frame membfts are asfollows:frame head 1.863"by 1.895"by 1.807"by 1.967";frame s:71.1:967"by 0.812"by 1.895"`by 2.600";leftframe.jamb.0.974"by 1.895"by 0.874"; right frame jamb 0.874"by 1.895"by0.943";fixed meeting rail(hollow extrusion)0.752":by 1.319"by 0.924"by 1.750". Frame members are solid extrusions;except where indicated Extrusions have a typical wall thickness of 0.0620. Vent Construction:Vent has butt joints and a white and bronze coated finish-Ahnnimum alloy is 6063-T6.Vent corners were fastened with two No.8 by 5/8"pan head sheet metal screws.Size of extrusions are as follows:vent top rail 0.922" by 0.750"by 0.422";bottom rail 1.457"by 0.750"by 0.957";vent jamb rail (hollow extrusicn)0.790"by 0.750"by 1290";vent meet ing rail(hollow eatrusian)0.790"by 1.375"by 1.290".by 1.188".Vent rails are solid extrusions,except where indicated Vent extrusions have.a typical wall thickness of 0.062".Vent tested has a heavy duty meeting rail. Glazing: -Materink 3/16"annealed glass. Method:Unit tested is exterior glazed with 5/16"glazing penetration using a clear colored adhesive bedding compound, Sc1mee Morehead 5555,and an aluminum rolled glazing bead Daylight Opening:Clear opening of vent,33%"by 42 W high;fixed light,33 V2"by 45 3/8"high. Weatherstripping. U Desert don Location Double row Pile with integral plastic fin,Schlegel.180 x.270 at vent bottom rail Double row Pile with integral plastic fin,Schlegel.310 x.270 at vent top rail Single row Pile with integral plastic fin,Schlege1.130 x.270 at fixed meeting rail SiffLe row I Pile with jgtMEal plastic fin,Schle .310 x.270 at left frame'sorb Hardware: One surface mount zinc cast cam lock,Allen Stevens#7538 one at midspan of vent Two Brass wheels in plastic h Saunders one at each end of vent bottom rail THIS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM IT IS ADDRESSED.ITS APPLICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT NECESSARILY INDICATIVE OF THE GUALITIES OF APPARENTLY SWAM OR IDENTICAL PRODUCTS.PUBLICATION OF STATEMENTS.CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS.OR OF ANY OF OUR SEALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSION.6I'MNSTED. Lab.Number 2127 September 9.1998 Report Number 55 File Number 98-102 Page 2 cf 3 L-3104 MATERIAL CHARACTERISTICS Weepholes: r Descri tion Location %"by.165"weep hole each with a 2 Vis" at intermediate sill flange,5",18%:"and 32 V2"from left end long plastic flap valve - 3/16"diameter drain hole at intermediate sill flan ,381/4"from right and . Muntins:None Reinforcement:None Sealants:Frame and vent corner;were sealed with a clear colored sealant,Schnee Morehead 5504.Installation screws were sealed with a white colored sealant;Schnee Morehead 5504. Pads:Norse.One 13/4"long strip cf pile with integral plastic fin weathas *in frame sill below each fixed meeting rail. Screen:Water resistance test perfamed with.and without Ogglass scum. Additional Description:One'2,W by.l% �by0.045. alumiaumplate m fame head above fixed meeting rail. Unit Installation:Test unit installed in a;2 X 12 wood test buck using a 1 X 4 buck ship.Frame installed with a single row of No.8 by 1 1/4"pan head sheet metal screws iii fxamel►esd and fisc:sill;No.8 by 11/4'flat head sheet metal sct+cws in frame jambs.l ocafi of mstallalroascru9vs.ace as follows:fi ame hcad.and frame sill from left end,6 3/4",26 46%s",661/4";frame jsu►1�s fl�` ibDttow,5",2 'i"j 4i" Alt Product Markings:Nome OFFICIAL TEST RESULTS Paragraph Number Titb;ofTest Measured Allowed 4.3 Water Resistance.Test (ASPM E547-96/E331 96) Passed with and withoutscreen,no leakage at- 8.50 psf:(407.pa) 5.25(25 1)minimum 4.4.2 Uniform Structural-I oad Test~ (ASTM E330.96) Passed Exterior Load 90 0 Fsf.(4309 pa) 52.5(2514)minimum Permanent Deformation 0.064 inches(1.6.3 mm) 0.180(4.58)maximum Interior Load 90;1 psf(4309 pa) 52.5(2514)minimum Permanent Defarmation 0:096 inches-(2.44 mm) 0.180(4.58)maximum Note: At conclusion of above tests,there was no apparent damage to unit,glass or fasteners. Reference Section 2:Laboratory Number 2124;Report Number 47;L-3092;September 1998 Test Began-August 18,1998 Test Completed-August 18,1998 n, Lab.Number 2127 September 9,1998 Report Number 55 File Number 98-102 Page 3 of 3 L-3104 continued: Remarks:This test report does not Mute certification of this product,but only that the above test results were obtained using the above referenced test methods,the performance requirements(paragraphs as listed)of the above referenced specifications.As per manufacturer,.unit complies.with section 3,material and component requirements. Detailed assembly drawings show*wall thickness of all members,comer conshuction and hardware application are on file and have been compared to the sample submitted.A test sample will be retained at.the test laboratory.A copy of this report has been forwarded to.the.Validator. Note:Test specimens were oo WL-d*6 e 1 S mil plastic sheeting to seal from it leakage when load tests were performed, however this had no;effect on the above tests results: :'tet Witnessed by: FENESTRATIO -7 :I. ABORATORY,INC. Mr.Jay Wyrick W.Gilbert Diamond,P.E. Mr.Dan Duet Manny Sanchez Laboratory Technicians:- President Roque Zavala e'�Unco,Ltd.,f'3sAg 2-ALI V �"�s..'\ B d,`}�3%��iaL -vs�'A�'>" xa��xsv�t��✓� '��°''�, 3.+.fi � is:��`arg:.:��r. ��sy }"�" ��x z3�fi u».�•^ .?.is:�� ; ':: � 1 sob Ren, rt x.�r Ok�bw ��' '�? ` `M�'�'k",s�" aw�c. �,,��' �t � � � h'��s�•�a�t �, " tp ThCiMon r 7!.77CeM len ll�d6on DrNI � n i +r $ a aid s �iSPI u Fnw 77 + v a 1 * Fs i AA Wlnc borne;Debr�s Region Secfron (60615 �k N h c -�LUrn a <n Sir 4 °< 7 1 & s"'.fiSW"4' J^ f 110mph (�j yr(A,SCE7� f 1 3 DVE RD il ME gl a x na r Basid"Wind.Spe6d Secdorr J606.1 6fi t 4 a �. 1)Values are nominal 3--gmid�,�{ �y Wlnd Speeds� In rrll7es per hour(mph)at 33 feet(19,m)above round QUI C Cat".` ,., sd 'L s� ,: r� F a i xr' 4 ,a . 49If 2,7tus is acara ra+rr l } map fe m the county L ocal govemmenis 2 estabish sped6c wind speeiillw►nd-borne debris Gres ~` wqM Y5.4 4 gg y 7 t using physeal larxfrnarks such as mayor rcads,;canals, a x r ti r 3)Islands and ooasw area ouWde 06W contour shah K s use the last wrd-speed contour of f .coastal area A" 4)InA/HlG 1 Gh�. n ,and n n specsal,WR1d regrOrlS shah fi mi ffwe!for unusual + tr � � • �,� r��„�� kc n yds �KA WIM iS r � x. -:. s u�:.' :�'3„ �tk �n'%z'^ `�.� � "' �'p s '�`:� •�„�'"a � x- Sj�W(�ind�sp�eeds are'AmenCc/an(Sooc�r/ep .of Gvi �; �� WIND BORNE DEBRIS REGION&BASIC WIND SPEED ��> � 3 9 s � t �,.yt �� t .:�. .,.x ° u P �: x "�s � � a �� s¢� .n � ,e`�•�" '.: .,..i_„3#�ri^aa.s�"�.k�w�,+,��,. .. ...-.._..,� ' c � x i• §1606.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9. 1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one';- and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.28. Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . Lab.Number 2127 September 9,1998 Report Number 55 File Number 98-102 Page 3 of 3 L-3104 continued: Remarks:This test report does but oonMitute certification of this product but only that the above test results were obtained using the above referenced test methods,the:performance requirements(paragraphs as listed)of the above referenced specifications.As per manufacturer,uidt complies.with section 3,material and component requirements. Detailed assembly drawings showing wail thickness of all members,comer construction and hardware application are on file and have been compared to the sample submitted A test sample WM be retained at the test laboratory.A copy of this report has been forwarded to.the.V.odator. Note.Test specimens were covere3' + a icy nv7 plashe,shoetmg to sear from sir leakage when load tests were performed, however this had no.effect on the above tests results. Witnessed by FENESTRi,3'iON 'E G LABORATORY,INC. Mr.Jay Wyrick Mr.Gilbert Diamond,P.E. W.Dan Duet Manny Sanchez Laboratory Technicians: President Roque Zavala 2-ALI q Lab.Number 2127 September 9,1998 Report Number 55 File Number 98-102 Page 2 of 3 L-3104 MATERIAL CHARACTERISTICS Weepholes: anti Deacri tion Location Three %"by.165"weep hole each with a 2 W at intermaiiate sill flange,5".18 Wand 32 i/s"from left end long plastic flap valve One 3/16"diameter drain hole at intermediate sill flan ,381/4"from-right end Muntins:None Reinforcement:None Sealants:Frame and vent earner;were sealed with a clear,colored sealant,Schnee Morehead 5504.Installation screws were sealed with a white colored sealant;.Schnee Morehead 5504. Pads:None.One 13/4"long strip of pile with integral plastic fin weatherstrip in frame sill below each fixed meeting rail. Screen:Water resistance test performed with.and without fibegglass mreem Additional Description:One 12,%P by 1 K'by 0.045"aluminum plate'M fraise head above fixed meeting rail. Unit Installation:Test unitinstalled in a2 X 12.w6od test buckvsiag a 1 X-4 buck strip.Frame installed with a single row of No.8 by 1 1/4"pan head sheet metal screws iu framehead and frame:sill:NQ.8 by 1 1/4"flat head sheet metal screws in frame jambs.I;ocafion of ui�tallahan oUovr .`frameead•and frame sill from left nerd,6 3/4",26 46%z",661/4";frame jamba*onx''th�"bDtf , ra: Product Markings:Ncure OFFICIAL TEST,RESULTS Paragraph Number Title of Teat Measared . Allowed 4.3 Water Resistance.Test (ASTM-547-96/E331 96) Passed with and without screen,noleakage at 8 50 psf.(407 pa) 5.25(251)minimum 4.4.2 Uniform Structural,Ioad Tesf< (ASTM$330.96) Passed Exterior Load 90.0 pd .(4309 pa) 52.5(2514)minimum Permanent Deformation '0.064 inches(1.63 mm) 0.180(4.58)maximum Interior Load 90.0 psf(4309 pa) 52.5(2514)minimum Permanent Deformation 0.096 Taches-V.44 mm) 0.180(4.58)maximum Note: At conclusion of above tests,there was no apparent damage to unit,glass or fasteners. Reference Section 2:Laboratory Number 2124;Report Number 47;L-3092;September 1998 Test Began-August 18,1998 Test Completed-August 18,1998 t K I N LTD. , • MANUFACTURER OF ALUMINUM WINDOWS AND DOORS FIN TRIM 5245 OLD KINGS ROAD P.O.BOX 6429 JACKSONVILLE,FLORIDA 32236 PHONE 904/355-1476 • EXCEEDS F.H.A. 1-7/8" FRAME DEPTH MINIMUM PROPERTY STANDARDS -- • FIN SEAL POLY PILE WEATHER STRIPPING • TUBULAR INTERLOCK • CAM LATCH • REMOVABLE VENTS • WEEPS WITH COVERS • BRONZE ROLLER (WHEELS)WITH S.S. AXLES • SNAP-IN GLAZING BEAD _---_--- • 1/2 SCREEN FIN SECTION RW-4 (For Frame Construction) RW-4 - SINGLE GLAZE RW-5 RW-5 - INSULATED RW-5 RW-4 RW-5 RW - FIN HORIZONTAL WINDOW SIZE CHART STANDARD HORIZONTAL ROLLING WINDOW VIEWED FROM OUTSIDE BUCK GLASS GLASS XO STANDARD/OX AVAILABLE WINDOW SIZE, SIZE SIZE SCREEN UPOWREQUEST NO. FIN FIXED VENT SIZE 2020 24"x 24" 10-1/4"x 22-3/16" 10-1/4" x 19-3/8" 11-11/16"x 22-1/4" 2030 24"x 36" 10-1/4"x 34-3/16" 10-1/4"x 31-3/8" 11-11/16",jd4-1/4" 2040 24"x 48" 10-1/4"x 46-3/16" 10-1/4"x 43-3/8" 11-11/16"x 46-1/4" *2050 24"x 60" 10-1/4"x 58-3/16" 10-1/4" x 55-3/8" 11-11/16"x 58-1/4" 3020 36"x 24" 16-1/4"x 22-3/16" 16-1/4"x 19-3/8" 17-11/16"x 22-1/4" 3030 36"x 36" 16-1/4"x 34-3/16" 16-1/4"x 31-3/8" 17-11/16"x 34-1/4" 3040 36"x 48" 16-1/4"x 46-3/16" 16-1/4"x 43-3/8" 17-11/16"x 46-1/4" E1:11 *3050 36"x 60" 16-1/4"x 58-3/16" 16-1/4"x 55-3/8" 17-11/16"x 58-1/4" 4020 48"x 24" 22-1/4"x 22-3/16" 22-1/4"x 19-3/8" 23-11/16"x 22-1/4" 4030 48"x 36" 22-1/4"x 34-3/16" 22-1/4"x 31-3/8" 23-11/16"x 34-1/4" __.p4040 48"x 48" 22-1/4"x 46-3/16" 22-1/4"x 43-3/8" 23-11/16"x 46-1/4" *4050 48"x 60" 22-1/4"x 58-3/16" 22-1/4"x 55-3/8" 23-11/16"x 58-1/4" 5020 60"x 24" 28-1/4"x 22-3/16" 28-1/4"x 19-3/8" 29-11/16"x 22-1/4" 5030 60"x 36" 28-1/4"x 34-3/16" 28-1/4"x 31-3/8" 29-11/16"x 34-1/4" —` 5040 60"x 48" 28-1/4"x 46-3/16" 28-1/4"x 43-3/8" 29-11/16"x 46-1/4" *5050 60"x 60" 28-1/4"x 58-3/16" 28-1/4"x 55-3/8" 29-11/16"x 58-1/4" 6020 72"x 24" 34-1/4"x 22-3/16" 34-1/4"x 19-3/8" 35-11/16"x 22-1/4" 6030 72"x 36" 34-1/4"x 34-3/16" 34-1/4"x 31-3/8" 35-11/16"x 34-1/4" 6040 72"x 48" 34-1/4"x 46-3/16" 34-1/4"x 43-3/8" 35-11/16"x 46-1/4" *6050 72"x 60" 34-1/4"x 58-3/16" 34-1/4" x 55-3/8" 35-11/16"x 58-1/4" THREE PANEL PICTURE WINDOW VIEWED FROM OUTSIDE BUCK GLASS GLASS XOX STANDARD WINDOW SIZE SIZE SIZE SCREEN NO. FIN FIXED VENT SIZE 6020-C 72"x 24" 33-1/2"x 22-3/16" 16-1/4"x 19-3/8" 17-11/16"x 22-1/4" 6030-C 72"x 36" 33-1/2" x 34-3/16" 16-1/4"x 31-3/8" 17-11/16"x 34-1/4" ~ 6040-C 72"x 48" 33-1/2"x 46-3/16" 16-1/4"x 43-3/8" 17-11/16"x 46-1/4" *6050-C 72"x 60" 33-1/2"x 58-3/16" 16-1/4"x 55-3/8" 17-11/16"x 58-1/4" 7020-C 84"x 24" 39-1/2"x 22-3/16" 19-1/4"x 19-3/8" 20-11/16"x 22-1/4" 7030-C 84"x 36" 39-1/2"x 34-3/16" 19-1/4"x 31-3/8" 20-11/16"x 34-1/4" 7040-C 84"x 48" 39-1/2"x 46-3/16" 19-1/4"x 43-3/8" 20-11/16"x 46-1/4" *7050-C 84"x 60" 39-1/2"x 58-3/16" 19-1/4"x 55-3/8" 20-11/16"x 58-1/4" 8020-C 96"x 24" 45-1/2"x 22-3/16" 22-1/4"x 19-3/8" 23-11/16"x 22-1/4" 8030-C 96"x 36" 45-1/2"x 34-3/16" 22-1/4"x 31-3/8" 23-11/16"x 34-1/4" 8040-C 96"x 48" 45-1/2"x 46-3/16" 22-1/4"x 43-3/8" 23-11/16"x 46-1/4" *8050-C 96"x 60" 45-1/2"x 58-3/16" 22-1/4"x 55-3/8" 23-11/16"x 58-1/4" 9020-C 108"x 24" 51-1/2"x 22-3/16" 25-1/4"x 19-3/8" 26-11/16"x 22-1/4" 9030-C 108"x 36" 51-1/2"x 34-3/16" 25-1/4"x 31-3/8" 26-11/16"x 34-1/4" ~ 9040-C 108"x 48" 51-1/2"x 46-3/16" 25-1/4"x 43-3/8" 26-11/16"x 46-1/4" *9050-C 108"x 60" 51-1/2"x 58-3/16" 25-1/4"x 55-3/8" 26-11/16"x 58-1/4" SPECIFICATIONS: GENERAL: FURNISH KINCO,LTD."HORIZONTAL ROLLING TYPE"ALUMINUM WINDOWS IN ALL OPENINGS WHERE SHOWN ON PLANS OR AS CALLED FOR IN THESE SPECIFICATIONS. SCOPE: (A)WORK INCLUDED:ALUMINUM WINDOWS OF THE TYPES AND SIZES SHOWN IN THE PLANS OR AS CALLED FOR IN THIS SPECIFICATION SHALL BE MANUFACTURED BY KINCO,LTD.,JACKSONVILLE,FLTO CONFORM WITH ALL REQUIREMENTS OF AAMA/NWWDA 101/1.S.2-97 HS-C35/C55 SPECIFICATIONS. MATERIALS: (A)WINDOW FRAMES AND SASH MEMBERS SHALL BE EXTRUDED 6063T6ALUMINUM ALLOW.FRAME SHALL BE NOT LESS THAN 1-7/8",SASH MEMBERS NOT LESS THAN 3/4"IN DEPTH. (B)THE PERIMETER OF THE SASH SHALL BE WEATHERSTRIPPED WITH FIN SEAL POLY PILE. (C)EACH SASH SHALL BE EQUIPPED WITH(1)ONE CAM LATCH. (D)SASH SHALL BE REMOVABLE FOR CLEANING. FINISH: STANDARD SHALL BE BRONZE,WHITE OR CREAM. GLAZING: (A)RW4 SHALL BE FACTORY GLAZED WITH S.S.B.,D.S.B.OR 3/16"GLASS AS SPECIFIED RW5 SHALL BE FACTORY GLAZED WITH 17/31"INSULATED GLASS USING S.S.B.OR D.S.B.AS SPECIFIED. (B)WINDOW UNITS SHALL HAVE EXTERIOR GLAZING BEAD. SCREENS: PROVIDE KINCO,LTD.SCREENS WHERE INDICATED. 9-2000 r CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD j ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026649 Date 8/20/03 Property Address . . . . . . 1171 W LINKSIDE CT Tenant nbr, name . . . . . . INSULATION,DRYWALL,FLOORS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12000 Owner Contractor ------------------------ ------------------------ DUNHAM, RICH GOLDEN HAMMER CONSTRUCTION 1171 LINKSIDE COURT W. 2121 CORPORATE SQ. BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-3443 (904) 727-6985 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . MUST INSPECT STUD PRIOR DRYWAL Permit Fee . . . . 90. 00 Plan Check Fee 45. 00 Issue Date . . . . Valuation . . . . 12000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total 45 .00 45. 00 . 00 . 00 Grand Total 135. 00 135 . 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. RI T11.n1NG OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford S BUILDING / ZONING DEPARTMENT L. Higgins 1 s, ss1 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 3 G, M�1 Property Address: )) `71 t CL,n kk Applicant: R lo h f Project: !►l �7_t1 C�-fec� r �.; .tt 1 SLt This permit application has been: Approved Reviewed and the following items need attention: �( Please re-submit your application when these items have been completed. Reviewed By: Y Date: st Gl (b 51% 'ity of Atlantic Beach a ** CWTMERpER TRECEIPT ype: OC Drawer: 1 DLN r: 103 81 Receipt no: 83439 De cri 4n Quantity Amount 203 26649 Bp BUILDING PERMfITS 1.88 $135.88 Ten eer dd'1etai l 15636 $135.88 Total tendei"ed 635.88 Total paYaent Trans date: 8/26/83 Time: 12:48:25 Js , s1 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR INTERIOR REMODEL) Date: Job Address: Al-14kS jde Ud LtD fif Owner of Property: &J 1 Address: -)1 r71 L I h k5 ISE' 7 � Telephone: r " Legal Description: Block Number: Lot Number: Zoning District: Contractor: 6 146 au n mop- pn st. -Ino—State License Number: <f�/O CCS Contractor's Address: c5q (a r4 1 Ud o C k'&�o U f ,z--11( Telephone: 707 6296 Fax: �9 Describe proposed use and work to be done: 17,5-ola 770,1) W©�lk Present use of land or building(s): 009 Valuation of proposed construction: �ro� 00 New electrical or increase in service? O New plumbing fixtures? New fireplace? -9 D New heating/air conditioning? ' 1d Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. } Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two(2) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I hereby certify that all information provided with this application is correct. Signature of Property Owner:.'1 k2gW Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/15103 governing of construction or the perfor . Zhatille struction of the property. 1 understand that the issuance of this permit is contingent upon the above information being true an Itt 4ad plans and supporting data have been or shall be provided as required f plqlo.3 Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 1a Mailing Address: P_ 0, Telephon*-� � � E-Mail: G oo< c UC)%.C-Q- c-e_ � '* S GCKl 6 5; AS TO OWNER: t , Sworn to and subscribed before me this day of ,20 0. State of Florida,County of Duval JENNIFER SCHLUETER Notary's Signature: MY COMMISSION#DD 121301 .. a=. EXPIRES:May 27,2006 personally known �RLRh • ��rhru Notary Public Underwriters ❑ Produced identification Type of identification produced AS TO CONTRACTOR: }'1^ Sworn to and subscribed before me this ' day of _ ,20n. State of Florida,County of Duval Notary's Signature: 4,rY p JENNIFER SCHLUETER MY COMMIS:'^N#DD 121301 ❑ Personally known EXPIRES:may 27,2006 [7 Produced identification Rf;4•' Bonded rnmNotary Pwi""xeM""B`i Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/15/03 5 MIN. RETURN Book 11259 Page 40 PHONE#.,, 3q 3 NOTICE OF COMMENCEMENT State of Flory COO— Tax Folio No. County of --Dij ya To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Se-60,0, L-1 h (A- oil L c o +2 B oa K -706�2- 3 t 2- Address Ad ress of property being improved: .11111 General description of improvements: i S U (.✓ UQ 1G2..C.2 vvO©GQ p R/�-�- Owner: ( Q-ryl Address: 1 ri I Lr(1 S P Q C 2Z Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: ` pbAddress: Contractor: 2 V Address: d r L J!v Phone No: 70'7 Ax No: Surety(if any): Address: Amount of Bond$ Phone No: _ Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents maybe served: Name: Address: Phone No: Fax No: (' In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWN F R Signed: Date: 8 I ©3 Before me this st- day of MAA1LA,0 in the County 0 of Duval, State of Florida,has personall ppeared L l Fjged ary Publi Large, State oFlorida,County of Duval. JIMoFt�f 1ReeW0.-27 My commission expires: l�V onally Known: �./ or CLERK CCRMIT COURT Produced I I 11 JENNIFER 9CHUJETER TRUST FtJ�tp : � .�''�. � MY COMMISSION#0D 121301 i EXPIRES:May 27,2009 -'y ."I Banded Ttuu Notary Pwk Urderw ifor. CITY OF ATLANTIC BEACH - iAPPLICATION FOR PLUMBING PERMIT w 249-2395 - JOB LOCATION 0,+- uo PLUMBING CONTRACTOR F. W. FAIR PLUMBING COl4PANY LICENSE NUMBERS mP145 State RF0037503 OWNER nn BUILDING CONTRACTOR_ TYPE OF BUILDING �j 1 P7.1 ro� � rr► �� _SINKS ( SHOWERS -LAVATORY _WATER HEATERS _ BATH TUBS - DISHWASHERS ' URINALS oC. C DISPOSALS h CLOSETS _WASHING MACHINE - FLOOR DRAINS OTHER _ TOTAL FIXTURE COUNT. X$3. 50 + $10.00 I . . 'DATE / / TOTAL AMOUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.' ^ ,,• *yTM `ax,r,.'4° ,a^. aa.y� .uy —77 'sw':>>;a'4i,.w �•. c,+�¢s � x,`s3'}e£'.P." ,yo-..Yrr�'r+.: »,� ; . . Attv ME- In addition to the Building Data the following information is required: - Manufactures Test Report - Installation Procedures - Window Description/Type - Garage Door Description/Type - Skylights Description/Type - Elevation View of Window Locations I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. Signature of Owner Date D l Z/0 2— I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING -DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Signature of Contractor 0 ej lur /Z_ Date Address and contact information of Person to receive all correspondence regarding this application (Please Print) Name Mailing Address Phone 3 7`7`J FAX a7( � 5q I E-mail Sworn and Subscribed Before me this Day of State of Florida, County of Duval Notary's ighatu - � As to Owner: ersonally known Produced identification ""1 Patricia Amonette MY COMMISSION# CC947012 EXPIRES Type of identification prodli�ie _ BONDED TNRRU TROY FAAIIN TINS RANCE,INC. As to Contractor ❑ Personally known ❑ Produced identification Type of identification produced FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FdRM 900-A$6 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 stories 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 building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32399. PROJECT NAME Go T 3,o BUILDER: ,g/CGS' /'Y!• 2iOT AND ADDRESS: SELV 4.//V451P4 E LW♦ / PERMITTING CLIMATE I— G 1 ❑ 2 30 .v f� c FG OFFICE: ZONE: OWNER: 5(�,(,�/ i�. / �Z/E PERMIT JURISDICTION NO.: NO.: 1 El NEW CONSTRUCTION ® IF MULTIFAMILY,NUMBER OF CONDITIONEDg SQ. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT. .ADDITION ❑ THIS SUBMITTAL: ❑❑ CLEAR TINT,FILM,SOLAR SCREEN LENG OVERHANG ❑� FT SI ANE SQ. SINGLE- ❑�SQ. MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL FT. PANE FT REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE- SQ. DOUBLE- SQ. SINGLE-FAMILY DETACHED® CONDITION: El LENGTH ❑.❑ FT. PANE FT. PANE �❑ FT. NET WALL AREA AND INSULATION MASONRY R = FRAME R = STEEL STUD R = LO—Gm R = FT m.❑ L 5 FD. 1 / ❑�]FQ. �FQ. ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC// R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD❑CON 11R �O FT' FQ o. ❑ 2 O I FT. ❑ �FQ. ❑ DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED D 91 CENTRAL ❑ ELECTRIC STRIP ® HEAT i CEILING FANS ELECTRIC ❑ SOLAR SPACE R = ❑ROOM ❑ NATURAL GAS PUMP CROSS VENTILATION ❑ NATURAL GAS ❑ HEAT RECOVERY �� F-1PACKAGE TERMINAL ❑ROOM UNIT OR E] OTHE ❑WHOLE HOUSE FAN E] OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL ❑ ATTIC RADIANT ❑ NONE = ❑ HEAT PUMP ❑ NONE SF/EF = D.� SPACE R NONE BARRIER NUMBER OF ❑,❑ SEER/EER= ❑ COPIAFUE_ ❑ MULTIZONE EF = BEDROOMS = INFILTRATION PRACTICE USED l� 5�ij I 1 X 100 #1 �, #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications %Befor by t ' culation indicates and specifications covered by t is calculation are in compliance with the compliance with the Florida Energy uction is completed,this Florida Energy Code. building will be inspected for com l' a e in ce with Section 553.908 F.S. OWNER/AGENT: ' BUILDING OFFICIAL: DATE: DATE: VW 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. COMP NENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SAH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SO. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS,SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED, R GLASS DOORS ONLY. 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 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GA MUST E PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS.IN SUCH CASES,PIPING HEAT LOSS PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE, SHOWER HEADS .5 WATER FLOW MUT BE RESTRICTED TQ NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN CONSTRUQTION 904.6 UNCONDITIONED SPACE MUT BE INSULATED TO MINIMUM R- 4.2&JOINTS T BE SEA HVAC CONTROLS .7 SEPARATE READILY ACCESSIBLE MANUAL 08 A T MATIC THgAMOSTAT FOR EACH SYSTEM. INSULATION 9p4.9 I CEILINGS—MIN.R•19. COMMON WALLS—FRAME R-11 OR CBS R-3. FRAME COMMON CEILINGS&FLOORS R-11. WPM .1_ SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 SINGLE-PANE DOUBLE-PANE SUMMER AS-BUILT Z GLASS BASE BASE w x SUMMER POINT MOLT. OR SUMMER POINT MULT. x OVERHANG c GLASS �++ x SUMMER = SUMMER Z GLASS AREA FC AREA FACTOR(98) SUM. PT o PT. MULT. P INT o LEA TINT* LEAK 71NT N 38.3 / 5 N D 40.7 41.5 38.3 34.9 NE 57.7 NE 61.5 61.6 7.7 51.0 Z E p, 79.7 E D 84.9 83.9 79.7 68.9 E 79.1 E 85.4 84.3 79.1 68.8 Cp 66.2 Z✓ 73.2 72.7 66.2 58.2 4 0 W 79.1 SW 85.4 84.3 79.1 6 .8 W CO 79.7 605 W 84.9 83.9 79.7 68.9 Z NW 57.7 NW 61.5 61.6 57.7 51.0 H* 66.2 H 2 .2 250.1 267.0 195.3 c7 O � COND. TOTAL BASE BASE ADJUSTED AS-BUILT .155 x FLOOR + GLASS = ADJUST. x GLASS = GLASS GLASS REA AREA I FACTOR I 5UjjTQTALBASE SP SU TOTAL .15 1 1VjtC0 Z SO 1 r 181jr I I ?'f 2 I /7, 2,5 D 1 COMPONENT BASE,SUMMER= BASE COMPONENT SUMMER AS-BUILT DESCRIPTION AREA I POINT MULT. PUMNT C R DESCRIPTION AREA x (9ITH U MULT.) = SUMMER R EXTERIOR O .9 1, 7 ADJACENT .7 3 1 v 1.EXTERIOR 7.7 GA ADJACENT 2.9 UNDER ATTIC .6 O 0 OR SINGLE .6 ASSEMBLY BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. v 1 LAB -37.0 -77 1 CC RAISED - 3.99 U.J FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 7 INFILTRATI N 8.0 No USE JOTA6 FLOQFF AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE SUMMER P I T TOTAL COMPONENT AS-EW6L&MMER PIN Q = __ BASE COOLING I TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM MULTIPLIER POINTS I POINTS SUM.PTS. 9H 9K 91. POINTS 46 y�S�- l 2 412 7.4aZf !,/Z 4-0 ,G, 373y_F NUMBER BASE BASE AS-BUILT NUMBER AS-BUILT AS-BUILT AS-BUILT HOT OF x HOT WATER = HOT WATER HOT WATER OF x . HWM x HWCM = HOT WATER WATER BEDROOMS I MULTIPLIER I POINTS SYSTEMDE C. BEDROOMS 9M 9N POINTS SYSTEM 3803 f`✓'1D `� 3 9�l 119 52 H = Horizontal Glass(Skylights) •• For glass with known Shading Coefficient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -2- 91 HEATING SYSTEM MULTIPLIERS(HSM) '� � CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Heat Pump COP 2.5-2.69 2.7-2.89 2.9-3.09 3.1 .3,29 3.3-3.49 3.5-3.69 3.7-U ` HSM .56 .52 .48 .45 .42 .40 .38 Electric Strip H M 10 Gas&Other Fuels H M 1.0 See Table 9J for Credit Multi tiers PTHP&Room Units H M H M for COP 22-2.49 = .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 TYPE HEATING SYSTEMM TIPLIER Attic Radiant Barrier HCM .98 Multizone HCM .90 Natural Gas AFUE .60-.64 .65-.69 1 .70-74 .75• .79 1 .80-84 1 .85-.89 90-U HCM 54 .50 .46 .43 .40 .38 .36 Other Fuels HCM 84 .77 2 .67 .6 .59 .56 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 COOLING SYSTEM MULTIPLIER 7.8- 8.0- 8.5- 9.0• 9.5- 10.0- 10.5- 11.0- 11.51�12.0- SEERCentral Units 7.9 8.4 ,9 9.4 9.9 10.4 10.9 11.4 11:9CSM 44 .43 .40 .38 .36 .34 .32 .31 .308 PTAC&Room Unit CSM CS R 7.5 7.7 = .46. For EER's>7.7 use multipliers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7,5 EER,and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS -Ceiling Fans .86 -Multizone •9 Ventilation or Whole House Fan lCredit for .9 Attic Radiant Barrier .95 Where more than one credit is claimed,multiply CCM's t2gether.Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80- .81 .82- .83 .84-85.85 .86- .87 .88-90.90 .91 -93 .94- .96 .97&UP Resistance HWM 4183 4081 3984 3891 3803 3678 3560 3450 Natural Gas EF .48-.49 .50- .51 .52-.53 .54-55.55 -.57 .58-59.59 .60-.61 2&Up HWM 2259 2169 2085 2008 1936 1870 1807 1749 Other Fuels HWM 3494 3354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYPE HOT WATER CRE IT MULTIPLIERS Solar Water Heater SF 1 2 3 .4 .5 6 .7 _A HWCM .9 .8 .7 .6 .5 4 3 .2 Heat Recovery Unit* With Air-conditioner Heat Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 3.5&U HWCM .44 .35 .29 .2 A HWM 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 obtain credit for Heat Recovery Unit. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) _COMPONENT_COMPONENTJ REQUIREMENTS F R EACH PRACTICE CHECK PRACTICE #1 COMPLY WITHAL INFILTRATION PRESCRIPTIVES ON TABLE 9A. -PRACTICE#2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: -Exterior Walls and Floors Top plate Renetrations sealed. Infiltration barrier installed. Sole plate/floor'oint caulked or sealed. Exterior Walls&Ceilings Penetrations 'oints and cra ks on interior surface caulke sealed r gasketed. Ductwork Ductwork in unconditioned s ace must be se led. -Fireplaces Eguiviped with outside combustion air,doors,and flue dampers. Exhaust Fans Ectuipped with dampers.Combustion devices see 903.2(f). Combustion Heating Combustion space&water heating systems provided with outside combustion air,except direct vent appliances. PRACTICE#3 COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING: Ceiling§ Infiltration barrier installed. Interior Walls To late penetrations sealed or moints&cracks on interior walls caulked, aled or gasketed. Recessed Uohts Sealedfro conditioned soacinsulatedfrom ventilated atti Ductwork All ductwork located in conditioned soace. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust b oducts to outside.Stoves see 903.2(f). -6- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 BASE WINTER BASE SINGLE-PANE DOUBLE-PANE WINTER AS-BUILT LU GLASS x POINT = WINTER w GLASS x WINTER POINT MULT. OR WINTER POINT MOLT. x OVERHANG = GLASS 0o AREA MULTIPLIER PINTS c AREA CLEAR TINT" C AR TINT" (ACTOR(9B) WIN.PTS. N 09 1 7.3 q N 13.8 13.6 7.3 8.1 A L NE 4.6 NE 10.7 10.5 4.6 6.0 E /O - 9.2 o E O - 3.8 - 3.6 - 9.2 - 5.7 � � - 772 E -22.7 SE -18.1 -17.5 -22.7 -17.3 S -28.4 2 -24.0 -23.0 -28.4 -22.3 e SW -22.7 SW -18.1 -17.5 -22.7 -17.3 W - 9.2 s W - 3.8 - 3.6 - 9.2 - 5.7 + .2 NW 4.6 NW 10.7 10.5 4.6 6.0 H' -28.4 H' -67.6 -59.1 -57.7 -45.0 N N 5 2.7 T COND. TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR + GLASS = ADJUST x GLASS = GLASS GLASS AREA AREA I FACTOR I SUBTOTAL I BASE WP SUBTOTAL .15 Ir 41P -290 1 i99 I - IZ-1Lp `� Z COMPONENT BASE WINTER = BASE COMPONENT WINTER AS-BUILT DESCRIPTION AREA x POINT MULT. WINTER DESCRIPTION AREA- x POINT MULT. = WINTER POINTS 9C THRU 9G POINT EXTERIOR O 2.2 1 $b , ADJACENT 3.6 3 EXTERIOR 2 1 15.4 , c ADJACENT 13.3 0 UNDER ATTIC 1.2 V21 Z -� OR SINGLE 1.2 v ASSEMBLY 1.2 BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. IF 1 Q LAB 7,09 8.9 ITCOO g RAISED .96 LL FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. v INFILTRATI1 v4p 7.4 13,706=0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE WINTER POINTS 2 TOTAL COMPONENT AS-BUILT WINTER POINTS 1 7.5 1!--2 BASE HEATING 1 TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING SYSTEM x WINTER = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM MULTIPLIER I POINTS POINTS WIN.PTT . 9H 91 9J POINTS �3 .59 0 21 '3 �� 7 wz -6Fp BASE BASE BASE TOTAL AS-BUILT AS-BUILT I AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS of From P.2 From P.2 Enter on P. Fr m P.2 From P.2 Enter on P.1 l 241 Z ( (+0- ,1 34-4- t'sl`z I l ► l5 b� ©o) H = Horizontal Glass(Skylights) For glass with known Shading Coefficient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. 4 SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(S""Ie and double pane glass. CLIMATE ZONES 12 3 OH RATIO .0-.11 .12-.1 .18-,26 1.27-.35 .36-.46 .47-.57 .58-,70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ N 1.0 .87 .83 .79 .76 .72 .69 .63 .56 ,50 m i NE/NW 1.0 91 .86 .80 .75 .71 .67 .63 .55 .48 .42 �- Uj o E/W 1,0 95 .86 .80 .73 .68 .63 .57 .47 .39 .31 N SEISW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 S 1.0 .91 .86 1 1 77 .68 .60 1 .54 1 .51 .45 .39 .35 31 SOH LENGTH* 0 ft. 1 ft. 11h It. 2 ft. 3 ft. 31h ft. I 41h ft. I 51h ft. 61h ft. 9V2 ft. 14 ft. 2 1t.+ *To selectO Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT (fr L H L H F1H 9C WALL SUMMER POINT MULTIPLIERS(SPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR"INSULATION EXT.INSULATION R-VALUE WOOD FR LOG WOOD NORMAL WT LT. WT. NOR. WT. LT. WT. 0- 6.9 2.4 61NCH R-VALE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9 .6 R-VALUE EXT 0. 6.9 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 11 - 18.9 .4 0.2.9 1.5 7-10.9 g.1 .8 3- 4.9 1.3 .8 1.0 .8 .7 19-25.9 .2 3-6.9 1.0 11 -12.9 1. .7 5- 6.9 1.0 .7 .8 .5 .4 26&U .1 7&U .8 13-18.9 1.5 .6 7-10.9' .7 .5 .6 .3 .2 R-VALUE BLOCK 8 INCH 19-25.9 .9 .4 11 -18.9 .4 .4 .4 .0 .1 0-2.9 1.0 R-VALUE EXT 26&U 6 2 19-25.9 .2 .2 .2 3-6.9 .6 0-2.9 1.0 STEEL 26 U 1 1 1 7-9.9 .4 3-6.9 .7 R-YALE XT AD . ' 10 .2 7& 6 0- 6.9 7.6 2.8 7-10.9 3.5 1.3 11 -129 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 2. 0.9 UNDER ATTIC SINGLE ASSEMBLY CON RETE DECK ROOF 19 2 2.2 0.8 R-VALUE SPM R-VALE SPM CEILINGTYPE 2 & 1.2 0.4 19-21.9 1.1 10-10.9 2.9 R-VALUE DROPPED EXPOSED 22-25.9 .9 11 -12.9 2.6 10- 13.9 3.2 3.5 26-29.9 13-18.9 2.4 14-20.9 2.2 2.4 30.37.9 .6 19-25.9 1.8 21 &U 1.5 1.6 38& .. x 9D DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD WOOD 7.7 2.9 EDGE INSULATION CONCRETE (See 903.2(e)) R-VALUE R-VALUE SPM R-VALUE SPM INSULATED 8.5 3.1 0-2.9 -41. 0-2.9 - .8 0- 6.9 1.0 3-4.9 '---3-f 2 3-4.9 -1.3 7- 10.9 -1.1 5-6.9 -36.2 5-6.9 -1.3 11 -18.9 -1.0 7&U -35.7 7&U -1.3 19&U 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return See Table SPM Air Duct Air Duct ( 9P) 4.2-4.9 1.14 1.10 PRACTICE # 1 1 5. T.- 1.12 1.08 PRACTICE #2 8.0 ff'&Up 1.09 1.06 PRACTICE #3 .2 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3 WINTER POINT MULTIPLIERS (WPM) 98 WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 1 2 3 OH RATIO .0-.11 .12-.17 .18-.26 .27-.35 .36-.46 1 .47-.57 .58-.70 1 .71-.83 1 .84-1.18 1 1.19-1.72 1.73-2.73 1 2.74+ SINGLE PANE GLASS N 1.0 1.05 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 M t SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 v cc S 1.0 .95 .92 .84 .74' .60 .46 29 1 .13 -.24 -.54 -.67 w DOUBLE PANE GLASS N 1.0 1.09 1.13 1.19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79 NE/NW 1.0 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 E/W 1.0 .85Wy .62 .46 .28 .12 -.05 -.24 -.59 -.96,' -1.29 1 SE/SW 1.0 .93 .82 .72 .61 .51 ,40 .28 .03 -.19 -.40 S 1.0 .96 .87 .78 .67 .55 .41 .27 -.04 -.29 -.40 SOH LENGTH* Oft. 1 ft. 2 ft. 3 ft. 3%ft. 4'h ft 5'h ft. 6'h ft. 9'h ft. 14 ft. 20 ft.+ Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH H HEI HT I1 �L H L (H a� H 9C WALL WINTER POINT MULTIPLIERS(WPM) 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 12.6 6 INCH R-VALUE EXT ADJ R-VALE EXT ADJ EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT 0. 6.2 11.1. 10.4 0- 2.9 11.2 6.8 8.6 11.2 8.8 11 - 18.9 3.5 0-2.9 4.5 7-10 4.4 - 4.9 7.3 5.1 6.1 5.6 4.9 19-25.9 22 -6.9 2.8 11 -12.9 .7 3. 5- 6.9 5.7 4.2 4.8 4.3 3.9 26&Uo 1.4 7&Ug 2.1 13-18.9 3. 7-10.9 4.6 3.5 4.0 3.3 3.1 R-VALUE BLOCK 8 INCH 19-25.9 1 2.2 2.2 11 - 18.9 3.0 2.6 1 2.8 2.2 2.2 0-2,9 7.9 R-VALUE EXT 26&Up 1 1.5 1.5 1 19-25.9 1.9 1.7 1.8 R='"'H-' 3 6.9 5.7 0-2.9 3.0 STEEL 26&UR 1.3 1.2 1.3 =`" .. <%^ `, 7-9.9 3.8 3-6.9 2.2 R-V L E EXT ADJ <t•. - ME33 n. ? '' 10&Uo 3.0 7&Up 1.7 0- 6.9 15.1 13.1 7-10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 -12.9 5.7 5.2 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13-18.9 5.2 4.9 R-VALUE R-VALUE WPM CEILING TYPE 19-25.9 1 4.6 4.4 19-21.9 2.0 10-10.9 3.2 R-VALUE DROPPED EXPOSED 2.7 2. 22.25.9 1.7 11 -12.9 2.9 10-13.9 2.9 3.3 26.29.9 1 13.18.9 2.6 14-20.9 2.0 2.1 90 DOOR WINTER POINT MULTIPLIERS(WPM) 30-379 2 19-25.9 2.0 21 &Up 1.3 1.3 2§&Up 1 1 DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD15.4 13.3 SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE See 903.2 e INSULATED 16.8 14.5 R-VALE WPM R-VALUE WPM R-VALUE WPM 0.2.9 0-2.9 9.9 0- 6.9 8.3 -4.9 9.3 -4.9 5.1 7. 10.9 3.0 5-6.9 7.6 -6.9 3.6 11 -18.9 2.2 7&Up 7.0 7&Up 2.9 19&U 1.4 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W10 Return (See Table 9P) WPM Air Duct Air Duct 42-4.9 1.14 1.10 PRACTICE a 1 10.9 5.0-6.6 1.12 1.08 PRACTICE a 2 7.4 6.7&Up 1.09 1.06 PRACTICE a 3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5-