The URL can be used to link to this page

Permits 1660 Beach Ave 1-7 CITY OF ATLANTIC BEACH MECHANICAL PERMIT BW SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ..-:--. ;-PERMITINFORMATION L£�CATIONANFORiMATI ?N Permit Number: 17906 Address: 1660 BEACH AVENUE#4 Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: I Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH I Est. Value: Parcel Number: Improv. Cost: QWNER INFORMATION Date Issued: 3/15/1999 Name: KENNEDY Total Fees: 41.00 Address: 1660 BEACH AVENUE#4 Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: 3/12/1999 Phone: (000)000-0000 Work Desc: REPLACE AIR HANDLER AND CONDENSERS CONTRACTORS APPLICATION FEES OCEAN STATE HEAT &AIR PERMIT 41.00 I 777777 � I I Ins ectians Re aired FINAL I I I I C NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND I MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I I I I I $41.0014 r Date: 3/15/99 01 Receipt: 9841782 ATLANTIC BEA H B LDING D CHECKS 1757 � e01e00032210ee BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC •LACII. FLONIDA s>ts39 APPLICATION FOR MECHANICAL. PERMIT CALLTIN NUMBEn IMPORTANT -- Applicant to complete all items in sections I, 11, 111, and IV. I, �� LOCATION 51nef Address! �Q, (F Infersecling Streets: A•1w.n ' ',�y�`Ino 1� v And I WILDING Sub-diritien 11. IDENTIFICATION — To be completed by all applicants , In cnnt;derat;on of parm;l q;..en for doing she work Of described in the above statement we hereby alto• so perform said woil in accordance ..;rh rhe a+rec►Lrd pians and spec;f;ce►;ons which are a pail hereof and in accordance wish The City of Jacksonville ordinaness and standards of gocd pmts;c• I;sled share;n. Na«.e el ►A•chenical Qcc Matte efsrs CMMecter Ilr;n►) J M•cler Cj N.•n• of ,J heperty Owns? {`- e- d LA Si*ssalvr• • _.._ Si9nstvre of as, Aarfkerite cal Architect or Enpinesr Ill. MAL INFO I _ r A' type a fin0 IS OTHER CONSTRUCTION /tl_N�O Ntt ON fid6*0,ic THIS SUII.OtNG OR SITE I Q 6•1—(1 U ❑ Nefvrsl ❑ Control Utility IF VES, OIVE NUMSER Or CONSTRUCTION ❑ 04 PERMIT Q OfMr Specify IV. NtI1C*4MlCJIL 90UWMI W TO SE INSTALLSO NATURE OF WOMK (lr";4 06mo•he lis/a/eempewessh en back of this lents) 4 Residential or ❑ Commerclol Ili Heal ❑ Spau ❑ Recessed ceefw) O sloe• ❑ New Sutlding A;r Ceedrtiowins: ❑ Items It Casts+) � ExWing Building ❑ Ovc► Systews; I./al•AJ Tlskkneee niplscemenl of existing system ma•irnvrn capacity a tern. O New Installation(No system previously lnslslled) ❑ ❑ Extsnslon or add-on to existing system tk•1r:yeret;ea ❑ Other --- Bpeclly ❑ Cooling fa.•r: Gp•cily •.perks. ❑ Pre spe;nklen: Nvm6t el I►eadr ❑ tilereter ❑ Mewlilt ❑ Esul•fer (nttttlber) THIS VACE isOR OIT" Ilii ONLY Q 6•00-4n. prnlpi (numbal (Reeeivd) ❑ Tem (nvrnber) Remarks ❑ LK aarleit►ersT (nvelber) ❑ U•t'we.d preuvre revue+ ❑ 9e;6n termii Approved by Dele. p otAw Specify termil tR.. LIST ALL EQUIPMENT A!R CONUtT1014NC AND REFRIGERATION EQUIPMENT O&MARIty A Nutat/er vslt. iDeecrtpUM me"Number 3[anutacturer L CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION.- OWNER OCATION:OWNER OF PROPERTY: 1G \f I CONTRACTOR: CONTRACTOR'S ADDRESS: Z U 1 V j� s� C_; c> ,• t h STATE LICENSE NUMBER: R C 0TELEPHONE. 2Z C - C- y S C DESCRIBE WORK TO BE PERFORMED: R e r C, VALUATION OF PROPOSED CONSTRUCTION c" MATERIALS TO BE USED: SIGNATURE OF OWNER.- SIGNATURE WNER:SIGNATURE OF CONTRACTOR: SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF .0-11L-- 1197 NOTARY PUBLIC Liability Insurance Supplied ;Y:P'�- PabidaAmonff W COMMISSION S CC55.3Rs .n Wcr.<ers Ccmpensaticn lnsurance Sup-iied ., a; August27NINS � A.F BONDED THRU TROY FAIN lNSt:iNNCt is Contractor License Information Supplied Occupational License Information Supplied DEPARTMENT OF BUILM til CITY OF ATLANTIC BEACH P F-M I T I WOW ION --T---- iflC 'T�O� IN `C�oA'�ICN' _..__ 'er iii t lYLi�ri ►er c 5 3 3. Addre'ss s 1 ,60: BEACH :AV 1t�E t Po rmi t 'Ty,pe:RL RoorF ATLANTA 13EA�, . 'LO DA 32233 f '1' s o N +ek:ALT RATION _ LAOAL >1LBCR ?' ' ON- ----------- Cares t r. "TyP :Woo P'RA R �$1 oCk: . r Proposed Ute:S1N(lLE'`I''AMIT,Y Lrrt . Twp: S,6otion• ! 1. Subd: Rzl( I a�llira c Q Subdiuialon:VO TC, ;B.EACH i s` s Value fl.(? Imor,6v. Gust 1..,QQ(),ooh i "dotal e �� .� 00 Am6unt 2 5..00i ON Nam PIRMIT -. .4 B C FLORIDA 321 ! r jo ._7, r , � AT I Q - Nrr� . MO .AN ~ AMSON. , `ISL 32225 ,. Exp R. � v . r r DOTES" :777771 E I 1 I I N©'nCE--INSPECTIONS MUST BE REDUESTED AT LEAST 24 HOURS PFFD IOR i `i LEARtVa"MATERIAL; LEIDA H At�tp"-iJCi�Ri5 FROM THIS WORK MUST NOTSE PLACED"llai Pt��Li�SPACE,Amt'M&s sE, CLEAREa UP AND,HAULEn AWAY,BY EITHER CONTRACTOR OR OWNER f FA LURE TA CG PLY WITH THE MECHANICS', LIEN � AN M �SIJLT TNt�.;p PERT '. ?V NER PAYING 7` ICE Ft RSU Lolf4a I BIACCt F1I?INQ.TO APPROVED PLAINS WHICH ARE PART OF THIS PERMIT AND SElBJECT TO REYOCA t F tt M OF AL PLf ABLE_PI*0,1t1S{ONS OF LAW. A JLANTI CrAACH BuiLDiNO DEPARTMENT _ j FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9--RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-84 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 ,e is form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 the Energy Code. An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code.Only dwellings which are above ground frame(wood siding,brick veneer,etc.)or concrete wall type construction may 4 be calculated using Sections 9 and 10.Other types of construction must comply under Section 4 or Section 5 of this Code.Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code.Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32301. t� PROJECT NAME 00CEi4nJVA1.1 r B PERMITTING OFFICE: AND ADDRESS: �_ CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: _- _ PERMIT NO.: OWNER: JURISDICTION NO.: L IF MULTIFAMILY,NO.OF UNITS � GLASS AREA AND TYPE DETACHED COVERED BY THIS CALCULATION: L_ LTJ CLEAR TINT,FILM.SOLAR SCREEN SEPARATE CALCULATIONS ARE REQUIRED tp / SGL SGL FOR EACH WORST CASE UNIT TYPE.CHECK IF rATTACHED THIS CALCULATION REPRESENTS A WORST a. DBL DBL 4� CASE CONDITION. NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION ! CBS R= FRAME L R= FLOOR AREA UNDER ATTIC SGL.ASSEMBLY L F21) r6 j COOLING SYSTEM PRIMARY HEATING SYSTEM x-71 PRIMARY HOT WATER SYSTEM l CENTRAL ❑NONE F] ELECTRIC STRIP ❑GAS a NONE � )(� ELECTRIC RESISTANCE a SOLAR r ROOM ❑ OIL ❑SOLAR F-1 HEAT RECOVERY ❑GAS LAJ —1 PACKAGE TERMINAL AC t Y I HEAT PUMP:COP - � I /) I I DED. HEAT PUMP:COP = ❑ m EERISEER= � OTHER: a OTHER: CALCULATED E.P.I.: a CALCULATED E.P.I.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 covered by this calculation indi- and specifications covered by this calculation are in compliance with the cates compliance with the Florida Energy Code. Before construction is Florida Energy Code. completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. OWNERIAGENT: BUILDING OFFICIAL: DATE: LDATE: 9A I PRESCRIPTIVE MEASURES(Must be met or exceeded by all residences.) l MINIMUM REQUIREMENTS CHECK TO INDICATE i COMPONENTS REQUIREMENTS COMPLIANCE WINDOWS 903.1 MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK, L DOORS 903.1 MAXIMUM OF 0 5 CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. EXT.JOINTS&CRACKS 903.1 TO BE CAULKED.GASKETED,WEATHER-STRIPPED OR OTHERWISE SEALED. CEILING INSULATION(903.9) MINIMUM OF R-19. WATER HEATERS(903.2) MUST BEAR ASHRAE STANDARD 90.80 LABEL OR A MAX.4 WATT'SQ.FT.STAND-BY LOSS.SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC)OR CUT-OFF VALVE(GAS)MUST BE __— SWIMMING POOLS(903.3) IF HEATED BY OTHER THAN SOLAR,MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. L' ALL NON-COMMERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER. HOT WATER PIPES(903.4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES.PIPING HEAT LOSS SHALL BE LIMITED TO A MAX.OF 17.5 BTU )H PER LINEAR FOOT OF PIPE(SEE 504.4). SHOWER HEADS 903.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. V (903 6) DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4 2. '— HVAC CONTROLS(903 7) A SEPARATE,READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM :)-33 r lwwwAwmm ---- RESIDENTIAL CALCULATION FORM 900-A-84 CLIMATE ZONES 1 2 3 COMPONENT WINTER GROSS SUMMER GROSS WINTER SUMMER AREA x WPM a POINTS AREA x SPM = POINTS R 0-2.6 31.4 16.2 R 2.7-3.9 19.3 11.6 CONCRETE R 4.0-5.9 15.6 9.9 r J R6.0&UP 13.1 9.2 1 "'I FRAME R 0-10.9 26.1 20.0 �• OR R 11.0-18.9 'O 7.6 9.2 /G 7 BRICK R 19-25.9 4.9 5.6 r 44 VENEER R 26 A UP 3.6 4.2 COMMON 7.8 2.5 fn WOOD OR METAL 4.2 247.7 laXe53 42 36.4 g2 cc INSULATED 235.5 14.5 O STORM DOOR 124.4 29,0 COMMON 61.9 4.5 R 18-21.9 .3 5.0 A5.5 5121UNDER R 22-29.9 4.1 5.0 ATTIC R 30 i UP 3.3 3.7 Z R 6-7.9 14.2 14.9 :3 R 8-9.9 10.9 11.3 V SINGLE R 10-11.9 9.2 9.5 ASSEMBLY R 12-18.9 6.7 7.0 NO ATTIC R 19-21.9 5.0 5.5 COMMON 4.8 1.5 R 0-6.9 15.5 4.8 4 R 7-10.9 6.5 2.1 A WOOD R 11-18.9 5.6 1.8 L W R196UP4.0 1.3 gr2 pot R 0-2.9 19.4 6.0 W o R 3-5.9 12.4 3.7 V R 6-10.9 9.3 CONCRETE R 11-18.92.6 6.2 2.2 tu R191EUP 4.4 1.6 O COMMON 4.8 15 W EDGE INSULATION PERIMETER WPM L to a R 0-2.9 92.7 Z g R 3-5.9 69.5 Z PERIMETER R 6 3 UP O 48 4 L 9-34 L I IORM 900•A-64 CLIMATE ZONES 1 2 3 WINTER SUMMER OR AREA SGL DBL WOF GROSS OR AREA SINGLE DOUBLE SOF GROSS (9F) WINTER CLR TINT CLR TINT (9F) SUMMER POINTS POINTS N 3 157.4 120.8 N 2 148 123 120 101 5 NE 157.4 120.8 NE 221 .186 190 159 O E i 5 157.4 120.8 E Jr��5 289 242 251 209 3 S SE 157.4 120.8 SE 261 219 226 189 t S 157.4 120.8 S 190 160 160 134 t=ip SW 157.4 120.8 SW 261 219 226 189 0 W (p 157.4 120.8 (r/� W 289 242 251 209 1561-4 Q N NW 157.4 120.8 NW 221 186 190 159 M H 46.4 79.3 H 489 408 432 360 sv 3l0 5y 8/ 50 D OG d z N 70 7U ?0.9.3 0 z g H=HORIZONTAL GLASS(SKYLIGHTS). FOR SC OTHER THAN 0.83 SEE SEC.902.2(a)5.TINT MULT.MAY BE USED FOR GLASS WITH SOLAR SCREENS FILM OR TINT. TOTAL GROSS WINTER POINTS i2 3 TOTAL GROSS SUMMER POINTS lr R=4.2-4.9 1.14R=4.2-4.9 1.14 R=5.0-6.6 7 4g,Z 1.12 .3 ,�2 R=5.0-6.6 1.12 f >> R=6.7&UP 1.09 R=6.7&UP 1.09 DUCTS IN CONDI- DUCTS IN CONDI. TIONED SPACE 1.00 TIONED SPACE 1.00 HSM FROM 9G rCSM FROM 9H DIVIDE BY ! ' S/ DIVIDE BY CONDITIONED �8,��p 5 - 1750 ! CONDITIONED J,5�Q 5' _ J'50 �3'•�/ FLOOR AREA I WINTER POINTS FLOOR AREA SUMMER POINTS WINTER SUMMER HOT WATER E.P.I. ADJUSTMENT ADJUSTED CREDIT PTS. PENALTY CALCULATED POINTS POINTS PTS. 9I SUBTOTAL MULTI. 98 E.P.I. 9C+9D PTS. 9E E.P.I. + 43.3 ' _ D = r9,BS x I, j _ 89.33 _ a + THE CALCULATED E.P.I.MUST BE EQUAL TO OR LESS THAN 100 POINTS. CONDITIONED 901- 1101- 1301- 1501- 1701- 1901- 2101- 2301- FLOOR AREA(SQ.Fr.) 0-.900 1100 1300 1500 1700 1900 2100 2300 ABOVE ADJUSTMENT 1.21 1.25 1.31 1.36 1.42 1.49 1.57 1.65 1.74 MULTIPUER 9-35 FORM 900•A-84 CLIMATE ZONES 1 2 3 t 9C DESIGN CREDIT POINTS CP 90 HEATING SYSTEM CREDIT POINTS CEILING FAN IN COND SPACE(max 5 CP) 1 NATURAL GAS/PROPANE HEATING 16.0 MULTIZONE AIC SEPARATED BY DOOR 5 OIL HEATING 128 CROSS VENTILATION(1 CP per room) 1 r t WHOLE HOUSE FAN min.1.5 cfmis.f.) 5 WOOD STOVE 7 9E DESIGN PENALTY POINTS FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 2 WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40`/e 5 9C TOTAL(not to exceed 12 points) FIREPLACE WITH INSIDE COMBUSTION AIR 5 r 9F WINTER OVERHANG FACTOR 9F SUMMER OVERHANG FACTOR SO 1 ET N NE E SE S SW W NW FEET N NE E SE S SW W NW 0-0.9. 1.00 0.98 ' 0.99 0.74 0.71 0.82 0.93 1.00 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00 0.98 0.99 0.75 0.73 0.83 0.93 1.00 1-1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2-2.9 1.00 0.98 0.99 0.77 0.76 0.84 0.94 1.00 2-2.9 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0.98 3-3.9 1.00 0:98 0.99 0.81 0.79 0.87 0.94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 44.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 1 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0.72 0.70 0.77 0.70 0.72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0.70 0.68 0.77 0.68 0.70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0.79 0.68 0.67 0.76 0.67 0.68 0.79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 9G HEATING SYSTEM MULTIPLIER HSM COP 2.5-2.6 2.7-2.8 2.9-3.0 3.1-3.2 3.3-3.4 3.5 6 UP HEAT PUMP HSM .40 .37 .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION)x(BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANE/OIL 1.0(SEE TABLE 90 FOR CREDITS) PTAC&ROOM HEAT PUMPS MINIMUM COP 2.2.HSM FOR COP 2.2-2.4=•.45. SEE TABLE ABOVE FOR COP>2.4 9H COOLING SYSTEM MULTIPLIER CSM ELECTRIC EERISEER 7.8-7.9 8.0-8.4 8.5-8.9 9.0-9.4 9.5-9.9 10.0-10.4 10.5-10.9 11.0-11.9 1 12.0-UP CSM .83 .81 0.78 0.72 0.68 0.65 0.62 1 0.59 1 0.54 GAS COP 0.40-0.44 0.45-0.49 1 0.50-0.54 0.55-0.59 0.60-0.64 0.65-0.69 0.70 3 UP CSM 1.50 1.25 1.20 1.09 1.00 .0.92 0.89 MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS;MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. c FOR ROOM UNITS AND PTAC CSM FOR EER 7.5-7.7= .87.SEE TABLE ABOVE FOR EER>7.7. 71 91-r- HOT WATER CREDIT POINTS HWCP C ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC 4.5 t HEATER GAS 12.6 ` HRU(AIC)WATER HEATER ELECTRIC BACKUP 6.7 GAS BACKUP 13.9 HRU(HP)WATER HEATER ELECTRIC BACKUP 9.7 GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60-1.89 1.90-2.19 2.20-2.49 2.50-2.79 2.80-3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 OVERALL SOLAR FRACTION- 0.1 0.2 0.3 0.4 0.5 0.6 0.7 1 0.8 0.9 1.0 SOLAR c= ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.81 19.2 21.6 24.0 HOT WATER ug GAS BACKUP 11.4 12.8 14.2 1 15.6 1 17.0 18.8 19.8 r 21.2 22.6 24.0 'PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM _100=OVERALL SOLAR FRACTION 9-36 L • FLORIDA ENERGY EFFICIENCY CODE 1 FOR BUILDING CONSTRUCTION SECTION 9--RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-84 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 r is form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 the Energy Code. An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code.Only dwellings which are above ground frame(wood siding,brick veneer,etc.)or concrete wall type construction may 4 be calculated using Sections 9 and 10.Other types of construction must comply under Section 4 or Section 5 of this Code.Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code.Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32301. PROJECT NAME PERMITTING OFFICE: AND ADDRESS: CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: PERMIT NO.: OWNER: JURISDICTION NO.: IF MULTIFAMILY,NO. OF UNITS GLASS AREA AND TYPE ❑DETACHED COVERED BY THIS CALCULATION: CLEAR TINT,F1LM.SOLAR SCREEN SEPARATE CALCULATIONS ARE REQUIRED d SGL SGL �( FOR EACH WORST CASE UNIT`TYPE.CHECK IF U ATTACHED THIS CALCULATION REPRESENTS A WORST , �' DBL i { D8L CASE CONDITION. C� —�—L—J NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME ` R= 0, FLOOR AREA UNDER ATTR RGL.ASSEMBLY m.❑ Z m ❑/ 11 [J ®.❑ �.❑ COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM ©CENTRAL ❑NONE ELECTRIC STRIP a GAS NONE ELECTRIC RESISTANCE SOLAR j ROOM ❑ OIL a SOLA—R ❑ HEAT RECOVERY GAS F-1 PACKAGE TERMINAL AC HEAT PUMP:COP - j� a DED.HEAT PUMP:COP = D m EER/SEER = L._ L!J YYY❑-��OTHER. �� „ ❑OTHER: CALCULATED E.P.I.: ,f a ® CALCULATED E.P.I.MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 F_S.,1 hereby certify that the plans Review of the plans and specifications covered by this calculation indi- and specifications covered by this calculation are in compliance with the cates compliance with the Florida Energy Code. Before construction is Florida Energy Code. completed, this building will be inspected for compliance in accordance with Section 553.908,F.S. 4 OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: 9A PRESCRIPTIVE MEASURES(Must be met or exceeded by all residences. f MINIMUM REQUIREMENTS CHECK TO INDICATE L_ COMPONENTS — REQUIREMENTS COMPLIANCE WINDOWS 903.1 MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. __ ✓ DOORS 903.1) MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA.INCLUDES SLIDING GLASS DOORS. ✓ EXT.JOINTS&CRACKS 903.1 TO BE CAULKED,GASKETED.WEATHER-STRIPPED OR OTHERWISE SEALED. ✓ CEILING INSULATION(903.9) MINIMUM OFR_ AE STA -19. WATER HEATERS(903.2) MUST BEAR_ASHRNDARD 90-80 LABEL OR A MAX 4 WATT'SQ FT STAND-BY LOSS.SWITCH.. OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC)OR CUT-OFF VALVE(GAS)MUST BE ✓ PROVIDED SWIMMING POOLS(903.3) IF HEATED BY OTHER THAN SOLAR.MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NON-COMMERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER. _ HOT WATER PIPES(903.4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES.PIPING MEAT LOSS SHALL BE LIMITED TO A MAX.OF 17.5 BTU /H PER LINEAR FOOT OF PIPE(SEE 504.4). SHOWER HEADS(903.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. V HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. (903 6) DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4 2. HVAC CONTROLS(903 7) A SEPARATE,READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM 9-33 L_ RESIDENTIAL CALCULATION FORM 900-A-84 CLIMATE ZONES 1 2 3 1 l COMPONENT WINTER GROSS SUMMER GROSS WINTER SUMMER AREA x WPM = POINTS AREA x SPM = POINTS R 0-2.6 31.4 r 16,2 R 2.7-3.9 19.3 11.5 CONCRETE R 4.0-5.9 15.6 9.9 J R6.08UP 13.1 9.2 Q FRAME R 0-10.9 26.1 20.0 r 3 OR R 11.0-18.9 241Z 7.8 / / Z /L 9.2 BRICK R 19-25.9 4.9 5.6 r VENEER R 26&UP 3.6 4.2 COMMON 7.8 2.5 WOOD OR METAL 2 247.7_ 1/ ' 3 Z 36.4 SZ Q INSULATED _ 235.5 r 14.5 O STORM DOOR 124.4 29.0 r S COMMON 61.9 4.5 low R 19-21.9_ 5 5.0 5 ;�S S 5.5 rv,r 3 UNDER R 22-29.9 4.1 5.0 I ATTIC R 30 3 UP 3.3 3.7 ` Z R 6-7.9 14.2 14.9 J R 8-9.9 10.9 11.3 W SINGLE R 10-11.9 9.2 9.5 ( r V ASSEMBLYj q 12-18.9 6.7 7.0 NO ATTIC R 19-21.9 5.0 5.5 COMMON 4.8 1.5 UA R 0-6.9 r 15.5 4.8 R 7-10.9 6.5 2.1 d W000 R 11-18.9 5.6 1.8 L w R198UP 4.0 1.3 LC= O R 0-2.9 19.4 6.0 gZ R3-5.9 12.4 3.7 LL 0R 6-10.9 9.3 2,6 V Z= CONCRETE R 11-18.9 6.2 2,2 cc R19&UP 4.4 1.6 L� Lu O COMMON 4.8 ' 1.5 W EDGE INSULATION PERIMETER WPM m a R 0-2.9 .� 92.7 ¢ R 3-5.9 69.5 GPERIMETER R6&UP WA L L_ 9-34 0*61 NO-444 CLIMATE ZONES 1 2 3 WINTER SUMMER 7 OR AREA SGL DBL MF GROSS OR AREA SINGLE DOUBLE SOF GROSS (9F) WINTER CLR TINT CLR TINT (9F) SUMMER POINTS POINTS N 157.4 120.8 N AP 146 123 120 101 NE 157.4 120.8 NE 221 .188 190 159 O E 157.4 120.8 E 289 242 251 209 z SE 71 157.4 120.8 SE 71 261 219 226 189 l00 S 157.4 120.8 S 190 160 160 134 vL yr SW 1 157.4 120.8 SW 261 219 226 189 C W 157.4 120.8 W 289 242 251 209 N NW 157.4 120.8 1 11471NW 15 221 186 190 159 Mlo S H 46.4 79.3 H 489 408 432 360 N 70 Z D 5It 4 G NW / / 57 0 SE' 3y, s / 3 z S H-HORIZONTAL GLASS(SKYLIGHTS). FOR SC OTHER THAN 0.83 SEE SEC.902.2(a)5.TINT MOLT.MAY BE USED FOR GLASS WITH SOLAR SCREENS FILM OR TINT. TOTAL GROSS WINTER POINTS /,Q TOTAL GROSS SUMMER POINTS I tV4AZ R=4.2-4.9 1.14 R=4.2-4.9 1.14 r'J A=5.0-6.6 1.12 / R=5.0-6.6 1.12 >> R=6.7&UP 1.09 R=6.76 UP 1.09 DUCTS IN CONDI- DUCTS IN CONDI- TIONED SPACE 1.00 TIONED SPACE 1,00 HSM FROM 9G .94 404:;10CSM FROM 9H 9(v U �• to DIVIDE BY cI DIVIDE BY CONDITIONED "A0 = 2/DD l/� 3� CONDITIONED G5'QD¢ " ,?l40"50 FLOOR AREA WINTER POINTS FLOOR AREA SUMMER POINTS CALCUTNERGY PERFORMANCE I NDEX WINTER SUMMER HOT WATER E.P.I. ADJUSTMENT ADJUSTED CREDIT Pfs. PENALTY CALCULATED POINTS POINTS PTS. 91 SUBTOTAL MULTI. 98 E.P.I. 9C+9D PTS. 9E E.P.I. D = 50, a x /, 57 = 7,7. 4 _ ,X + 3 THE CALCULATED E.P.I.MUST BE EQUAL TO OR LESS THAN 100 POINTS. --F913 AQJUS' -- ENT MI, IE CONDITIONED 901- 1101- 1301- 1501- 1701- 1901- 2101- 2301- FLOOR AREA(SO.FT.) 0-900 1100 1300 1500 1700 1900 2100 2300 ABOVE ADJUSTMENT 1.21 1.25 1.31 1.36 1.42 1.49 1.57 1.65 1.74 MULTIPUER 9-35 FORM 900- CLIMATE ZONES 1 2 3 9C DESIGN CREDIT POINTS CP 90HEATING SYSTEM CREDIT POINTS ` CEILING FAN IN CONO SPACE(max 5 CP) 1 NATURAL GASJPROPANE HEATING 18.0 MULTIZONE AJC SEPARATED BY DOOR 5 OIL HEATING 12 g CROSS VENTILATION(1 CP per room) 1 WHOLE HOUSE FAN(min.1.5 ctmlat.) 5 WOOD STOVE 7 9E DESIGN PENALTY POINTS FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40% $- 9C TOTAL(not to oxcaad 12 points) FIREPLACE WITH INSIDE COMBUSTION AIR 5 r 9F F WINTER OVERHANG FACTOR 9F SUMMER OVERHANG FACTOR SO ET N NE E SE S SW W NW FEET N HE E SE S SW W NW 0-0.9. 1.00 0.98 0.99 0.74 0.71 0.82 0.93 1.00 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00, 0.98 0.99 0.75 0.73 0.83 0.93 1.00 1-1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2-2.9 1.00 0.98 0.99 0.77 0.76 0.84 0.94 1.00 2-2.9 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0.98 3-3.9 1.00 0.98 0.99 0.81 0.79 0.87 0.94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 `1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 !1 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0.72 0.70 0.77 0.70 0.72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0.70 0.68 0.77 0.68 0.70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0.79 0.68 0.67 0.76 0.67 0.68 0.79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 112 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 9G HEATING SYSTEM MULTIPLIER HSM , COP 2.5-2.6 2.7-2.8 2.9-3.0 3.1-3.2 3.3-3.4 3.5&UP HEAT PUMP HSM .40 1 .37 .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION)x(BACKUP SYSTEM HSM) 01 ELECTRIC STRIP HEAT 1.0 NATURAL GASJPROPANEJOIL 1.0(SEE TABLE 90 FOR CREDITS) PTAC 3 ROOM HEAT PUMPS MINIMUM COP 2.2.NSM FOR COP 2.2-2.4=•.45. I SEE TABLE ABOVE FOR COP>2.4 9H COOLING SYSTEM MULTIPLIER CSM ELECTRIC EERJSEER 7.8-7.9 8.0-8.4 8.5-8.9 9.0-9.4 9.5-9.9 10.0-10.4 10.5-10.9 11.0-11.9 12.0-UP CSM .83 .81 0.78 0.72 0.68 0.65 1 0.62 0.59 0.54 GAS COP 0.40-0.44 0.45-0.49 0.50-0.54 0.55-0.59 L 0.60-0.64 0.65-0.69 0.70 8 UP CSM 1.50 1.25 1.20 1.09 1 1.00 0.92 0.89 MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS;MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC CSM FOR EER 7.5-7.7=.87.SEE TABLE ABOVE FOR EER>7.7. 91 HOT WATER CREDIT POINTS HWCP E ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC 4.5 HEATER GAS 12.6 ELECTRIC BACKUP 6.7 HRU(AJC)WATER HEATER GAS BACKUP 13.9 f HRU(HP)WATER HEATER ELECTRIC BACKUP 9.7 L GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60-1.89 1.90-2.19 2.20-2.49 2.50-2.79 2.80-3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 OVERALL SOLAR FRACTION' 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 SOLAR o_= ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 - HOT WATER ug GAS BACKUP 11.4 12.8 14.2 15.6 17.0 18.8 19.8 21.2 22.6 24.0 *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM:100=OVERALL SOLAR FRACTION :w 9-36 I DEPARTMENT OF BUILDING 8193 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD : a1 '3 T 3PO.50t-xr THIS PERMIT MUST BE POSTED ON JOB 1294, 1 A 1/13/81 82/01 19 g7 319. •tIntA ` Date 6,294 1 !► 1 /13/87 Valuation$ Fee$ 328.50 1 j lThis 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 tha Mlantic lor28t Plunbiug C'armf inn has permission to btid INSTALL RTJNBING j Classification RESIDENTIAL Zone j Owned by MABRY Lot Block SCD House No. 1560 BEACH ;AVENUE #1-7 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 0 4--0 o Building material,rubbish and debris a from this work must not be placed in public space, and must be cleared t up and hauled away by either con- 'j tra r owner. f Building Official. FOR OFFICE PERMIT DATECONTRACTOR USE ONLY NUMBER PLUMBING - ELECTRICAL SEWER I WATER i- �� A4 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION 0 `'- rl PLUMBING CONTRACTOR T/fi�vT'e '�As LICENSE NUMBERS C-Fe-A 2( 5-2I OWNER sZyrz_ le, i�I� env; BUILDING CONTRACTOR TYPE OF BUILDING SINKS SHOWERS a•l LAVATORY WATER HEATERS BATH TUBS '7 DISHWASHERS URINALS -DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS OTHER 91 TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . °i �. 3V�7 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-84 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 is form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 the Energy Code. An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code.Only dwellings which are above ground frame(wood siding,brick veneer,etc.)or concrete wall type construction may "} be calculated using Sections 9 and 10.Other types of construction must comply under Section 4 or Section 5 of this Code.Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code.Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee.Florida 32301. t� PROJECT NAME �GIEA/1! '.2f�1/E:`" VAII r B PERMITTING OFFICE: AND ADDRESS: CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: _ _ PERMIT NO.: OWNER: JURISDICTION NO.: IF❑ MULTIFAMILY,NO.OF UNITS GLASS AREA AND TYPE DETACHED 'COVERED BY THIS CALCULATION: CLEAR TINT,FILM.SOLAR SCREEN SEPARATE CALCULATIONS ARE REQUIRED �p / SGL SGL FOR EACH WORST CASE UNIt TYPE.CHECK IF ATTACHED THIS CALCULATION REPRESENTS A WORST a. DBL1� DBL CASE CONDITION. NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME R= FLOOR AREA UNDER ATTIC SGL.ASSEMBLY COOLING SYSTEM PRIMARY HEATING SYSTEM (� PRIMARY HOT WATER SYSTEM / VN CENTRAL a NONE ❑ ELECTRIC STRIP ❑GAS NONE I X 1 ELECTRIC RESISTANCE1:1 SOLAR ROOM ❑ OIL a SOLAR L/��❑�,JJI HEAT RECOVERY [I GAS PACKAGE TERMINAL AC HEAT PUMP:COP -VXj a t�J a DED.MEAT PUMP:COP = F m EER/SEER= � El OTHER. �J OTHER: CALCULATED E.P.I.: / Q CALCULATED E.P.I.MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 F.S., I hereby certify that the pians Review of the plans and specifications covered by this calculation indi- and specifications covered by this calculation are in compliance with the cates compliance with the Florida Energy Code. Before construction is Florida Energy Code. completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. OWNER/AGENT BUILDING OFFICIAL: 1 DATE: DATE: 9A I PRESCRIPTIVE MEASURES(Must be met or exceeded by all residences.) e MINIMUM REQUIREMENTS CHECK TO INDICATE COMPONENTS _ REQUIREMENTS COMPLIANCE WINDOWS(903.11 MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. L DOORS 903.1) MAXIMUM OF 0 5 CFM PER SQUARE FOOT OF DOOR AREA.INCLUDES SLIDING GLASS DOORS. EXT.JOINTS&CRACKS(903.1 TO BE CAULKED,GASKETED,WEATHER-STRIPPED OR OTHERWISE SEALED. CEILING INSULATION(903.9) MINIMUM OF R.19. I/ WATER HEATERS(903.2) M_UST BEAR ASHRAE STANDARD 90.80 LABEL OR A MAX 4 WATTsSQ.FT,STAND-BY LOSS.SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC)OR CUT-OFF VALVE(GAS)MUST BE -PROVIDED_ SWIMMING POOLS(903.3) IF HEATED BY OTHER THAN SOLAR.MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. L ALL NON-COMMERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER. HOT WATER PIPES(903.4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES,PIPING HEAT LOSS SHALL BE LIMITED TO A MAX.OF 17.5 BTU /H PER LINEAR FOOT OF PIPE(SEE 504.4). SHOWER HEADS 903 5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. ✓ HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. V (903.6) DUCTS IN_UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4 2. — HVAC CONTROLS 1903 7) A SEPARATE,READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM 9.-33 RESIDENTIAL CALCULATION FORM 900-A-84 CLIMATE ZONES 1 2 3 COMPONENT WINTER GROSS SUMMER GROSS - WINTER SUMMER AREA x WPM = POINTS AREA x SPM = POINTS I R 0-2.6 31.4 t 16,2 R 2.7-3.9 19.3 11.5 CONCRETE R 4.0-5.9 15.6 9.9 NJ R 6.0 3 UP 13.1 9.2 '1 FRAME R 0-10.9 26.1 20.0 3 OR R 11.0-18.9 ?O 7.8 9.2 BRICK R 19-25.9 4.9 5.6 r VENEER R 26&UP 3.6 4.2 COMMON 7.8 2.5 WOOD OR METAL 4.2 247.7 1194d 3 2 36.4 52 R INSULATED 235.5 14.5 O STORM DOOR 124A 29.0 r g COMMON 61.9 4.5 R 19-21.9 .3 5.0 5.5 UNDER R 22-29.9 4.1 5.0 ATTIC R 30&UP 3.3 3.7 O Z R 6-7.9 14.2 14.9 J R 8-9.9 10.9 11.3 W SINGLE R 10-11.9 9.2 9.5 V ASSEMBLY R 12-18.9 6.7 7.0 NO ATTIC R 19-21.9 5.0 5.5 COMMON 4.8 1.5 ui R 0-6.9 15.5 4.8 R 7-10.9 _ 6.5 2.1 Ic a W000 R 11-18.9 5.6 1.8 H W R19&UP 4.0 1.3 M Z O O R 0-2.9 19.4 6.0 9z R 3-5.9 12.4 3.7 0R 6-10.9 9.3 2.6 m CONCRETE R 11-18.9 6.2 2,2 w R19&UP 4.4 1.6 L, O COMMON 4.8 1.5 w EDGE INSULATION PERIMETER WPM to R 0-2.9 92.7 2 g(3R 3-5.9 69.5 GPERIMETER R 6&UP 46.4 9-34 .&ORM 900-A-84 CLIMATE ZONES 1 2 3 WINTER SUMMER OR AREA SGL DBL WOF GROSS OR AREA SINGLE DOUBLE SOF GROSS (9F) WINTER CLR TINT CLR TINT (9F) SUMMER POINTS POINTS z N .2 157.4 120.8 N 4.2 146 123 120 101 NE 157.4 120.8 NE 221 .186 190 159 O E 5 157.4 120.8 E Jr�l,✓� 289 242 251 209 143 O3 SE 157.4 120.8 SE 261 219 226 189 t S 157.4 120.8 S 190 160 160 134 tzr► SW 157.4 120.8 SW 261 219 226 189 0 0 W (5, 157.4 120.8 /Q W 289 242 251 209 /5 3 N W NW 157.4 120.8 NW 221 166 190 159 N H 46.4 79.3 H 489 408 432 360 so 3Co 57.4 54; 1170 G o z H70 57, U ?O?30 g H-HORIZONTAL GLASS(SKYLIGHTS). FOR SC OTHER THAN 0.83 SEE SEC.902.2(a)S.TINT MULT.MAY BE USED FOR GLASS WITH SOLAR SCREENS FILM OR TINT. TOTAL GROSS WINTER POINTS TOTAL GROSS SUMMER POINTS G R=4.2-4.9 1.14 R=4.2-4.9 1.14 r-J R=5.0-6.6 1.12 .�/.�:L R=5.0-6.6 1.12 f l0 �' R=6.78 UP 1.09 R=6.78 UP 1.09 DUCTS IN CONDI- DUCTS IN CONDI- TIONED SPACE 1.00 1 TIONED SPACE 1 1.00 HSM FROM 9G 332 x. ,2 r GSM FROM 9H DIVIDE BY DIVIDE BY CONDITIONED ;AB.ccps' `'` LPOINJTS CONDITIONED175eFLOOR AREA i WINTER I FLOOR AREA SUMMER POINTS NERGYPER RMANCEINDEX WINTER SUMMER HOT WATER E.P.I. ADJUSTMENT ADJUSTED CREDIT PTS. PENALTY CALCULATED POINTS POINTS PTS. 91SUBTOTAL MULTI. 9B E.P.I. 9C +90PTS. 9E E.P.I. + 43,37 _ D = 5-9,BPS x /'#9 _ 69-?3 _ a + THE CALCULATED E.P.I.MUST BE EQUAL TO OR LESS THAN 100 POINTS. PIER FCONDITIONED 901- 1101- 1301- 1501- 1701- 1901- 2101- 2301- FLOOR AREA(SQ.FT.) 71.!21 0 1100 1300 1500 1700 1900 2100 2300 ABOVE ADJUSTMENT 1.25 1.31 1.36 1.42 1.49 1.57 1.65 1.74 MULTIPLIER 9-35 FORM 900-A-84 CLIMATE ZONE8 1 2 3 C 9C DESIGN CREDIT PINTS P 90HEATING SYSTEM CREDIT POINTS O CEILING FAN IN COND SPACE(max 5 CP) 1 NATURAL GAS/PROPANE HEATING 18.0 MULTIZONE A/C SEPARATED BY DOOR 5 OIL HEATING 128 CROSS VENTILATION(1 CP per room) 1 r WHOLE HOUSE FAN(min.1.5 cfm/s.f.) 5 WOOD STOVE 7 9E DESIGN PENALTY POINTS r FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 7 WASHER AND DRYER IN COND SPACE 3 1 TOTAL GLASS OPENS LESS THAN 401/9 5 111 9C TOTAL(not to exceed 12 points) FIREPLACE WITH INSIDE COMBUSTION AIR 5 r 9F WINTER OVERHANG FACTOR fWOFJ 9F SUMMER OVERHANG FACTOR SO 1 ET N NE E SE S SW W NW FEET N NE E SE S SW W NW 0-0.9. 1.00 0.98 - 0.99 0.74 0.71 0.82 0.93 1.00 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00 0.98 0.99 0.75 0.73 0.83 0.93 1.00 1-1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2-2.9 1.00 0.98 0.99 0.77 0.76 0.84 0.94 1.00 2-2.9 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0.98 3-3.9 1.00 0:98 0.99 0.81 0.79 0.87 0.94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 11 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0.72 0.70 0.77 0.70 0.72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0.70 0.68 0.77 0.68 0.70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0.79 0.68 0.67 0.76 0.67 0.68 0.79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 9G HEATING SYSTEM MULTIPLIER HSM I HEAT PUMP COP 2.5-2.6 2.7-2.8 2.9-3.0 3.1-3.2 3.3-3.4 3.5 3 UP HSM .40 J .37 .34 .32 1 .30 1 .29 SOLAR HEATING SYSTEM _ (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM MSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANE/OIL 1.0(SEE TABLE 90 FOR CREDITS) PTAC 3 ROOM HEAT PUMPS MINIMUM COP 2.2.HSM FOR COP 2.2- 2.4=•.45. SEE TABLE ABOVE FOR COP>2.4 9H COOLING SYSTEM MULTIPLIER CSM ELECTRIC EER/SEER 7.8-7.9 8.0-8.4 8.5-8.9 9.0-9.4 9.5-9.9 10.0-10.4 10.5-10.9 11.0-11.9 I 12.0-UP CSM .83 .81 0.76 0.72 0.68 0.65 0.62 0.59 0.54 GAS COP 0.40-0.44 0.45-0.49 0.50-0.54 0.55-0.59 0.60-0.64 0.65-0.69 0.70&UP CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89 L MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS;MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. r FOR ROOM UNITS AND PTAC CSM FOR EER 7.5-7.7= .87.SEE TABLE ABOVE FOR EER>7.7. 91 HOT WATER CREDIT POINTS HWCP L ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC 4.5 HEATER GAS 12.6 HRU(A/C)WATER HEATER ELECTRIC BACKUP 6.7 GAS BACKUP 13.9 i HRU(HP)WATER HEATER ELECTRIC BACKUP 9.7 L GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60-1.89 1.90-2.19 2.20-2.49 2.50-2:79 2.80-3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 1i.4 13.1 14.4 15.4 OVERALL SOLAR FRACTION' 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 SOLAR oZ ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 HOT WATER 52 GAS BACKUP 11.4 12.8 14.2 15.6 17.0 18.8 19.8 21.2 22.6 1 24.0 *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM_ 100=OVERALL SOLAR FRACTION 9-36 L DEPARTMENT OF BUILDING 8132 ISION 9 --' `."' CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.- PERMIT O'PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 532»80 Tt MIT CALL-IN NUMBER 1 Date I1112z1 19 87 "33P*nnCKT 111, and N. U98 1 A 2/0118 Valuation$ Fee$ 532.00 a 192 *n(TAC 398 1A 2/0918 _ This permit not valid until above fee has been paid to City Treasurer,and is t(300 subject to revocation for violation of applicable provisions of law. This is to certify that OM&NS= LTATM & AC has permission to 1A INSTALL HEAT 8 AC to perform said work in accordance acksonville ordinances and standards Classification RESIDMIAL Zone Owned by RY ERVELOPMEN1` Lot Block S/D House No, 1660 REACH AVENUE1-7 According to approved plans which ate part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. I BEING DONE ON PERMIT VOID SIX MONTHS �/G e+�' -n AFTER DATE OF ISSUE 10 CONSTRUCTION �,q� �—� �� O Building material,rubbish and debris 1 31 from this work muse not be placed in public space, and must be cleared up and hauled away by either con- tract Owner. Commercial Building Official. zi 1-01 FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER ting system PLUMBING system previously installed) to existing system ELECTRICAL ..:_- SEWER WATER R OFF= USE ONLY Q UpAred pressure vow Permit Approved by bete 13 Boilers Q 0"W — SpKifyPermit Fee !.IST ALL EQUIPMENT Ant CONDITIONING AND REFRIGERATION EQUIPMENT Cspadty Approving Number Unita Dacrlption Modal Number Manutact"W (TboB) AgMW oil — Ar CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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. „� � „�..- ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAM ADDRESS: RFD BOX BLDG.SIZE BETWEEN: RES.( 1 APT.( ) COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW( ) OLD ( F REW.1 ) ADDITION( ) TRAILER ( ► TEMP. SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( l FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS °`'(*M#; W VOLT ? RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31,100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS M15CELLANEOUS.:v_._ . TRANSFORMERS: UNDER 600 V. OVER 600 V. f)16.j .� CITY OF ATLANTIC BEACH, FLORIDA Approvwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE; J'" 19 y 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. C.� d V6-76-, i ELECTRICAL VIRM: ER ELECTRICIA SARE NAM %f� ADDRESS: RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT.( 1 COMM.i 1 PUBLIC 1 1 INDUS.1 1 NEW( i OLD( 1 REW.1 1 ADDITION( ► TRAILER ( 1 TEMP,I,4---'SIGNS 1 ') SO. FT. SERVICE: NEW( ) INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER I I ALUM. SWITCH OR BREAKER 41J AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, I OVER APPLIANCES I I I BELL TRANSF. AIR H.P.RATING H.R. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE ', PHS NO. 1 NA VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. CITY OF ATLANTIC BEACH, FLORIDA Aoorov"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ,._a 19 k,7 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 ELECTRICIANSIfINATURE JOURNEYMO�M RFD 8OX BLDG.SIZE BETWEEN; RES.K' APT.I I COMM.( I PUBLIC I i INDUS.( ) NEW lkl OLD 1 1 REW. ADDITION ( i TRAILER ( i TEMP.( ► SIGNS ( i SQ.FT. SERVICE: NEW a INCREASE ( i REPAIR ( i FEE CONDUCTOR SIZE 4 O AMPS O COPPER ALUM. MTCH OR BREAKER00 PH 7 W ` v T RACEWAY S INK RACEWAY 1 y N F 1 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: BATE: � 19447 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 NAM /' D BOX BLDG.SIZE BETWEEN: RES.(/ APT.( 1 COMM.( ► PUBLIC( ) INDUS.( '1 NEW L OLD ( 1 REW.( 1 ADDITION ( 1 TRAILER ( 1 TEMP..( I SIGNS ( I SQ. FT. SERVICE: NEWO INCREASE ( ) REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER I I ALUM SWITCH OR BREAKER AMPS PH, :?-VLT /RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS ELLAN : S TRANSFORMERS: UNDER 600 V. OVER 600 V. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: f ^( � 19k17 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. '-c�3ddd�,S-/� ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME sESS: /(.�b / RFD BOX BLDG.SIZE BETWEEN: RES.K APT.( ► COMM.1 i PUBLIC( ► INDUS. ( 1 NEW OLD I i REW.( 1 ADDITION ( ) TRAILER ( ► TEMP.( ► SIGNS ( ) SO. FT. SERVICE: NEWk< INCREASE( ► REPAIR ( ► FEE CONDUCTOR SIZE 100d AMPS 6 COPPERf ALUM. SWITCH OR BREAKER AMPS PH W --2- "VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES 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 N.P. VOLTAGE PHS " ,VORMAN OUS TRANSFORMERS: UNDER 600 V. OVER600 V. CITY OF ATLANTIC BEACH, FLORIDA APDrowd by APPLICATION . FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:, 319_Z7 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 Y MASTER ELECTRICIAN SIGNATURE ' JOURNEYMAN NAME OPfr/�ADDRESS: 1410-1 7�/A25RFD-BOX- BLDG. FD BOXBLDG.SIZE BETWEEN: RESXJ APT.( 1 COMM.( 1 PUBLIC( } INDUS.( 1 NEW f I OLD( 1 REW.( ) ADDITION( ) TRAILER ( 1 TEMP.( 1 SIGNS ( I SO.FT. SERVICE: NEW Od INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE d 0 AMPS O COPPERf ALUM. SWITCH OR BREAKER 00 AMPS PH 3W ` VOLT RACEWAY EXIST.SERV.SIZE AMPS PH` W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.780 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVBR APPLIANCES BELL TRANSF. AIRH.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-L OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS ISCVE=OUS 'roAu QCf%0UC0Q. 11111nFR RMV OVER BOO V. CITY OF ATLANTIC BEACH, FLORIDA App►o,►«,by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .-a6c1�S-7S .eor-�1�5 ELECTRICAL FIRM: MASTER ELECTRICIAN 9106JAW01 NAME&__4 /.74�'Z.�i- ��6RESS: .--� � BOX BLDG.SIZE BETWEEN: RES.K) APT.( 1 COMM.( ! PUBLIC 1 1 INDUS.l 1 NEWAkl OLD( ) REW.( ! ADDITION ( ) TRAILER ( ) TEMP.( f SIGNS ( ) SO. FT. SERVICE: NEW INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS Wo COPPER ALUM. oa SWITCH OR BREAKER AMPS PH 3 W 2grvoLT ';a RACEWAY 357 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES 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. I H.P. VOLTAGE PHS MISCELLANEOUS; TRANSFORMERS! UNDER BOO V. OVER 600 V. CITY OF ATLANTIC BEACH, FLORIDA Approv"by APPLICATION FOR ELECTRICAL PERMIT <- z d s TO THE CHIEF ELECTRICAL INSPECTOR; DATE: /— / 3 19 k7 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. '--�dd�s-�� - ELECTRICAL FIRM: ' MASTER ELECTRICIAN SjQN&TUfjE JOURNE AN NAME�`J_49 R ESSc /((� 7�3 Akl` /2�pD BOX BLDG.SIZE BETWEEN: RES.04 APT.( I COMM.1 1 PUBLIC( 1 INDUS.1 1 NEW OLD( I REW.( I ADDITION ( I TRAILER ( I TEMP.( 1 SIGNS ( I SO. FT. SERVICE: NEW b<) INCREASE ( REPAIR ( ) FEE CONDUCTOR SIZE AMPS D COPPER f ALUM. SWITCH OR BREAKER AMPS PH W 2-q OLT a RACEWAY 3 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES i BELL TRANSF. AIRH.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS �CEIL HEAT: KW-HEAT . D-1 OVER MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLA S Towruccnoucoc. munCR RMV AVER AM V CITY OF ATLANTIC BEACH, FLORIDA App.o„d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: f / 3 i9 � 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. z1�S" `- ELECTRICAL FIRM: _„„_ MASTER ELECTRICIAN SIGIIATURE JOURNEYMAN NAME 614L) ,O" DRESS: f/ '' 1-f&"4FD BOX BLDG.SIZE BETWEEN: RES4 APT.( 1 COMM.i 1 PUBLIC( 1 INDUS.( 1 NEW 6d OLD( 1 REW. ADDITION ( ) TRAILER ( ) TEMP.( I SIGNS ( 1 SO. FT. SERVICE: NEWjFt INCREASE I ) REPAIR ( 1 FEE CONDUCTOR SIZE QeO AMPS 6 COPPER f ALUMKI CV-000-LT �,C c/ C3a� SWITCH OR BREAKER AMPS PH 3W YO T � RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL. RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. $1.100 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 AMPSICEIL HEAT: KW-HEAT O-i OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS ELLAN�OUS' - �.,�....�...,..�..�_ .,..neo ann v AVER RAn V CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT bq TO THE CHIEF ELECTRICAL INSPECTOR: DATE: L43 i9- 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. 4 p 0 .v 0� ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME t ��RDDRESS: ,. �! h- FO BOX BLDG.SIZE BETWEEN: RES.X APT.( ) COMM.( ) PUBLIC( ) INDUS.i ) NEWXf OLD( ) REW.( i ADDITION( ) TRAILER ( 1 TEMP.( ) SIGNS ( ) SCI. FT. SERVICE: NEWX INCREASE ( I REPAIR ( ) FEE CONDUCTOR SIZE AMPS Vol, COPPER ALUM. t mo SWITCH OR BREAKER AMPS PH 3W 2-VLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS: SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR N.P. RATING H.P.RATING CONDITIONING COMP.MOTOR ' OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEO S -- --•------_..... ......En QM.V nvSR RM V CITY OF 716 OCEAN BOULEVARD P.0.BOX 25 ^~ ATLANTIC BEACH,FLORIDA 32233 TELEPHONE 1904)249-2395 DATE PRE-SERVICE DIVISION JACKSONVILLE, ELECTRIC AU'T'HORITY 233 NEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 T14E FOLLOW114G FINAL INSPECTION(S) HAVE: BEEN MADE AND ARE: SATISFA TORY : y --- -- -- ------------------------------------------------- ------ ------------------------------------------------- ______ _________________________------ ----------------- Z RELY, ING INSPECTION DIVISI cc:FILE SPECIFICATIONS Ocean Grove Beach Homes RQA Commission No. 8529 Beach Avenue Seminole Beach, Florida 25 February 1986 TABLE OF CONTENTS Section Title Page 100 Scope of Contract 1 102 Codes 1 120 Common Requirements 1 140 Quality Control 1 150 Temporary Facilities 1 172 Project Close-Out 2 206 Demolition 2 210 Site Preparation 4 211 Clearing 4 220 Earthwork 4 228 Soil Poisoning 4 240 Storm Water Drainage 5 330 Cast-In-Place Concrete 5 620 Carpentry 5 700 Moisture Protection 6 800 Doors, Windows, and Glazing 7 900 Finishes 8 roQ o R aN oN F�or�aa Q9,� 8 RQA #8529 Table of Contents i Ocean Grove Beach Homes RQA Commission No. 8529 Beach Avenue Seminole Beach, Florida 25 February 1986 SECTION 100 - SCOPE OF CONTRACT: General Description: Construct one (1) two-story, three-unit, wood-framed, multi-family dwelling, and one (1) two-story, seven-unit, multi-family dwelling located on separate parcels of land, both fronting Beach Avenue, Seminole Beach, Florida. General Conditions: "General Conditions of the Contract for Construction", American Institute of Architects Standard Document A-201, latest edition. SECTION 102 - CODES: Work shall be performed in accordance with Standard Building Code, Zoning Code, and with applicable Federal, State, and local requirements in effect at the date of this proposal. SECTION 120 - COMMON REQUIREMENTS: Notice of Commencement: In accordance with Mechanic's Lien Law, Chapter 713. Submittals: Shop drawings, material samples, and,test reports. Project Close-Out: As-built drawings, operation and maintenance data, warranties and guarantees, and certificate of occupancy. SECTION 140 - QUALITY CONTROL: Testing Agency: Independent testing laboratory with equipment and staff in accordance with applicable sections of ASTM E-329 and authorized to practice engineering testing by the State of Florida. Inspection & Testing: Earthwork, foundations and concrete. SECTION 150 - TEMPORARY FACILITIES: Project Office: Mobile or job-built structure. Project Sign: Project sign will be furnished by Owner. No other signs may be erected on the project site. Text will include: Title of Project Name of Owner Name of Major Tenant Name of Architect Names of Engineers and Consultants Name of Contractor Names of other firms of major importance to the project -1- RQA #8529 Utilities: Obtain and pay for all utilities during the construction period. Services: Provide water, power, telephone, drinking and sanitation facilities in accordance with State and local requirements. Controls: Protect established benchmarks and establish additional benchmarks and other reference points as required. SECTION 172 - PROJECT CLOSE-OUT: Prerequisites to Substantial Completion: Contractor to obtain or prepare the following: Punch List Service Agreements Physical Property (keys, extra stock, etc.) Maintenance Manuals Oral Instructions Record Drawings Releases Certificate of Occupancy Warranties and Guarantees Prerequisites to Final Acceptance: Cleaning of all exposed surfaces. Punch List completed. Temporary facilities discontinued and removed. Operational equipment start-up tests. Insurance transfer to Owner. SECTION 206 - DEMOLITION: Scope of Work: Demolition and removal of existing construction, vegetation, and debris within the "limits of contract" lines indicated. Where shown on site plan, demolish structures and buildings including foundations and utilities to point of connection. Preserve from injury or defacement all structures, buildings, sidewalks, curbs, and pavement adjacent to "limits of contract" or otherwise designated to remain. Regulations: Conform to all legal requirements affecting disposal of vegetable and other matter; anti-pollution laws, leaf burning ordinances, burning permits and similar requirements by any governmental agency having jurisdiction over the project. Protection: Temporary Work: Do not commence demolition until temporary barricades, fencing, and other protective measures have been properly installed. RQA #8529 -2- Safety: Provide warning signs, lights, barricades, fencing, and other protective dev ices. Existing Underground Utilities: Remove abandoned utilities in demolition area and cap to the point of connection. Where active utilities are encountered, confer with utilities company. Existing Overhead Utilities: Notify utility company who will authorize appropriate disconnection, re--routing, or maintenance of existing lines. Hazardous Conditions: When utility lines are suspected to be in the work area but cannot be located, Contractor shall so inform Construction Manager, and request instructions. Security: Plan construction procedures to provide continuous security. Provide temporary protection for openings and at other locations as may be required during demolition. Deny entrance of unauthorized persons and vehicles into work area. Relocation and Removal: Remove or suitably relocate other equipment, utilities, or services to clear the work, or to properly function in the complete installation. Where services;or utilities are removed, they shall be suitably capped or terminated according to applicable ordinances, and the requirements of governing authorities. Where such items interfere with the work and specific Instructions are not included on the drawings, they shall be adequately protected and further instructions requested from the Construction Manager. Demolition: Pian of Operations: Observe procedures for safe removal of the parts by methods that will not transmit excessive vibrations to adjacent building structure, create a nuisance, or damage existing work that will remain. Buildings: Remove completely, as indicated, and remove all foundations and utilities. Cap utilities at point of connection and remove or abandon utility lines as directed. Walks, Curbs and Pavings: Remove completely, as indicated, including paving base. Remove all demolished materials from site. Do not use as part of required fill. Ownership of Materials: Salvaged materials and materials that are to be relocated and/or reused shall be stored on the site for disposition as specified. Other materials become the property of the Contractor and shall be removed and disposed off site. RQA #8529 -3- Disposal and Cleaning: Removal: Remove trash, debris, and unsalvageable material from the site. Do not accumulate debris more than 48 hours. Burning rubbish on site is prohibited. Dust and Noise Abatement: During clearing, grubbing, and removal, sprinkle area and materials being handled with water (to reduce dust in the air and annoyance to premises and neighborhood). Exercise all reasonable means to abate undue noise. Cleaning: Upon completion of clearing, remove tools, equipment, debris and the like, and leave the site in a neat condition, acceptable to the Construction Manager. SECTION 210 - SITE PREPARATION: Control: Verify existing property lines, dimensions, and existing utilities. Establish additional datum and control points as required. Clearing: Cut down and remove existing vegetation as indicated for removal within limit of construction line. Location of Building: Stake out as indicated. Obtain Architect's approval of stake-out before proceeding. SECTION 211- CLEARING: Clearing: Clear, grub, and dispose of material within construction limits except as indicated for preservation and protection. SECTION 220 - EARTHWORK: Subsurface Investigation: Owner to furnish subsurface investigation report. Fill Material: Coarse-grain, well-graded sand, free of organic material as approved by Engineer. Stripping: Strip construction area as indicated free of existing topsoil and organic material. Where unsuitable material is found, remove and replace with fill material. Strip 5 feet beyond building and paving areas. Compacting Sub rade: Compact exposed soils to a density of 95% Modified Proctor ASTM D-1557 using a vibratory drum roller having a static drum weight of 3 to 5 tons with a diameter on the order of 3 feet. Minimum of six overlapping passes in each direction. Filling and Compacting: Structural fill should be placed in 12" lifts and compacted as above using 95% Modified Proctor density in building area. Dewatering: Localized dewatering as required to maintain dry excavations. SECTION 228 - SOIL POISONING: Extent of Work: Complete area of building slab. ROA #8529 -4- Qualifications of Applicator: Possess certificate as Pest Control Operator issued by Florida State Office of Entomology. Reference: Apply chemical solution in accordance with Pest Control Rules 10-D-52 issued by Office of Entomology, Florida Department of Health i; Rehabilitative Services pursuant to F. S. Chapter 482.051. Warranty and Service Contract: Upon completion of work, furnish to Owner a one-year warranty and service contract, renewable annually. SECTION 240 - STORM WATER DRAINAGE: Storm drainage shall be in accordance with City of Jacksonville ordinances. Materials shall comply with applicable sections of referenced standards. SECTION 330 - CAST-IN-PLACE CONCRETE: Concrete: Ready-mixed concrete in accordance with ASTM C-94 with strengths as follows: Slab on Grade (Vehicular): 4,000 p.s.i. Footings, pile caps, walls, slabs (pedestrian) : 3,000 p.s.i. Reinforcement: Rods and Bars: Grade 60, ASTM A-615. Welded Wire Fabric: ASTM A-185. Ex ansion Joint Filler: Preformed bituminized fiber, Fed. Spec. HH-F-341, Type 112 inch thick. Acceptable: Celotex 'Flexcell." Exterior Walkways Finish: Wood float and lightly broom crosswise per sample approved by Architect. SECTION 620 - CARPENTRY: Furnish and install all lumber plywood, nails, clips, spikes, bolts, nuts, washers, wood screws, connectors, anchors, angles, joisthangers, etc., as may be required for the proper execution of the work in accordance with the contract documents. Roof and floor trusses will be engineered for local codes and design conditions. Shop drawings will be furnished by manufacturer and sealed by a licensed engineer. Framing lumber: No. 2 MG or KD or better Southern Yellow Pine, or #2 Douglas Fir, or Larch, FB = 1350 p.s.i., moisture content not to exceed 19%. Bridging: For all trusses, joists, and rafters; spaced not to exceed 8'-011, in continuous rows end to end; 718" x 2-1/2" wood or patented steel type, double herringbone. Blocking: Provide blocking or suitable edge support between framing members to support edges of roof sheathing, flooring, gypsum board, etc. RQA #8529 -5- Plywood: CC or CD Grade Fir or Yellow Pine Plywood, thickness as noted or indicated on the drawings. Treated Lumber: Required for all rough carpentry items to remain in contact with ground, concrete masonry, or roofing. Treat with Wolmanized Salts, or Pentachlorophenol, applied at lumber yard prior to delivery in accordance with current recommendations of AWPA. Roof Trusses: Monoplanar wood trusses, steel plate connected 2'-0" o.c.; designed in accordance with accepted standards, and to withstand dead, live and wind load requirements of the Southern Standard Building Code. Floor Framing: The plywood web TJI joists are to be factory manufactured with structural grade plywood, Micro-Lam lumber or stress-rated lumber flanges and utilizing waterproof glues. Acceptable: Trus Joist Corporation. Stud Framing: Exterior walls and bearing partition, 2 x 4 spaced 16" o.c., crippled once in height; all other partitions 2 x 4 studs, 24" o.c., or as noted on drawings, double studs at each side of openings. Provide two 2 x 6 headers on edge minimum at all openings. Finish Carpentry: Work solid stock to patterns indicated. Shaped materials shall conform to standard patterns indicated in current grading rules for the species. The maximum moisture content of finish trim lumber shall be 12% at time of delivery to job. Exterior Siding: 112" x 6" Western Red Cedar premium clear, K. D. Bevel Siding. Lay up in courses lapped 1" blind nailed. Cedar Shingles: 18" x 96" round Shakertown fancy cut cedar shingles. Exterior Trim: Western Red Cedar select grade, for corner boards, fascia, and any other miscellaneous trim required for the proper execution of the work. Exterior Soffits: 318" Western Red Cedar plywood rough sawn, kerfed at 4" o.c., set with grooves perpendicular to exterior wall. SECTION 700 - MOISTURE PROTECTION: Furnish all labor, material, services, equipment required to complete all shingle, roofing, flashing, and caulking required for the proper execution of the work. Shingles: Heavyweight Class A, seal-o-matic shingles, "The Woodlands" as manufactured by Johns-Manville, with single-ply No. 15 asphalt saturated felts. Submit color samples for approval by Architect. Nails and fasteners: Hot-dipped, zinc-coated, ring shank nails, of sufficient length to properly penetrate and achieve proper anchoring to roof sheathings. Felts: 15 pound unperforated asbestos waterproofing felts, in 36" and 18" widths as manufactured by Johns-Manville.. RQA #8529 -6- Hips and Ridges: Pre-fab hips and ridges may be used, or may be job-fabricated. In either case, hips and ridges shall be exact material matching roofing shingles. Exterior Insulation (thermal) : Batt or blanket type of mineral wood or glass fiber, products of Owen-Corning, Johns-Manville, or approved equal. Walls: 3-1/2" thick, "R" 11. Ceiling: 6" thick, "R" 19. Flashing and Roof Sheet Metal Work: Provide all labor and materials required for lashing and roof sheet metal work indicated on the drawings and specified herein. Materials: To conform with recognized commercial standards for basic materials: Galvanized sheet meta: ASTM A93, Class 1.25 paintlok, zinc-grip or equal where exposed to be painted. Screws and Bolts: Galvanized, plated or non-ferrous metal. Mastic: Asbetile by Johns-Manville. Bituminous Paint: ASTM C1187. Solder: Compound 40% lead and 60% tin for use with galvanized sheet. Soldering Flux: Fed. Spec. 0-F-506, Type 1, form A or B. Install all sheet metal work in accordance with approved SNIACNA Standards. Sealants (exterior) : Dow Corning Corporation #780 one-part silicone rubber sealant. Color as selected by Architect. Sealants (interior): DAP Butyflex, made by DAP, Incorporated, or approved equal. SECTION 800 - DOORS, WINDOWS, AND GLAZING: Exterior doors: Unselect Birch. Interior flush panel doors: Clear Red Oak. Interior louver doors: White Pine: bi-fold, full louver, complete with all hardware. RQA #8529 -7- Finish Hardware and fasteners shall be the following: Items Manufacturer Locksets Schlage Butt Hinges Hager Door Stops Ives Thresholds Pemko Weatherstripping Pemko Door Closers Russwin Substitutions shall be made upon the approvalof the Architect. Glass and Glazing: Insulating glass to be two lights of clear float glass, Type I, Class 1, each 17-80-thick, with an air space of 11411. Mirror glass shall be polished plate, 114" thick, silvered and electrolytically copper plated. Clear, sheet glass shall be Type 1, Class 1, Quality q4, double strength. Windows: Double-hung primed wood window units, glazed with 7116" thick insulating glass composed of two sheets of SSB glass with 1/4" air space. All frame and sash components shall be constructed of kiln dried selected wood, with water repellant preservative treatment in accordance with NWMA Standard I .S. 4-70, as manufactured by Caradco, #C-3801, or Pella Window Company. SECTION 900 - FINISHES: Gypsum wall board: Furnish and install all gypsum drywall for interior walls and ceilings called for on Finish Schedule and/or shown on drawings for the proper execution of the work. Drywall shall be 1/2" thick gypsum board or Type X, 5/8" thick, where required, specifically manufactured for the purposes. Moisture resistant gypsum board shall be used in baths and shower room, and in any other areas where excessive mositure could be encountered. Installation shall be by experienced, skilled craftsmen and in accordance with the highest standards of workmanship for the trade. Carefully examine architectural details prior to starting work. All exposed edges and changes of materials shall have metal drywall stop; all external corners shall have metal drywall corner bead. Joints shall be taped and filled; all nail holes and imperfections filled; filling shall be sanded smooth and all walls and ceilings left in perfect condition to receive painting or wall covering by others. Specialties: Toilet, bath and power room accessories: Miami Carey Colonial Chrome on Brass accessories. Mounting shall beS screw type wall plate. RQA #8529 -8- V Painting: Work includes painting and finishing of interior and exterior exposed items and surfaces throughout the project, except as otherwise indicated. Surfaces not to be ainted include: pre-finished materials, items with factory-applied final finish, concealed ducts, pipes and conduits, non-ferrous metal, stainless steel, concrete wearing surfaces, cast iron frames and covers. The following surfaces shall receive: Exterior metal: If galvanized, one coat metal primer, one coat metal gloss enamel. If primed, two coats metal gloss enamel. Interior metal: One coat metal primer; one coat semi-gloss enamel. Exterior Wood: One coat exterior undercoater; one coat exterior enamel. Interior Wood: One coat interior undercoater; one coat interior paint, or one coat transparent stain. Gypsum wallboard: Two coats flat latex, or two coats latex semi-gloss enamel. If under vinyl wallcovering, one coat interior undercoater. Color to be selected by Architect. RQA #8529 -9- i�f 7 7`'� '}• Iwo ' %` `� Q CITY OF 716 OCEAN BOULEVARD P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 DA'L'E:�, _-�-5 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- - ------------------------ SINCERY, Z BUILDING I ECTION DIVISION cc:FILE t V "M... CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Required Submittals: 1. Two complete sets of plans 2. Detailed site plan including setbacks and utilities 3. Recent survey 4. Florida Energy Efficiency Code Sheets 5. Contractor's license on file Inspection Schedule: 1. Footing 2. Rough Plumbing 3. Slab 4. Framing, rough electric, mechanical, top out plumbing, fireplace 5. Final inspection 6. Certificate of Occupancy inspection Requests for inspections will be accepted fromm 8:00 am until 4:00 pm. All inspections will be made the following working day between 8:00 am and 4:00 pm. In case of rejection, re-inspection must be called for after corrections are made. There will be a $10. 00 charge for all re-inspections, to be paid in cash before the re-inspection is made. Pour no concrete or cover up any work until the building card is signed by the inspector. You will be required to uncover any work that has not been inspected. BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE MADE Building Department 716 Ocean Boulevard Atlantic Beach, Florida 32233 249-2395 page 1 CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT 1&6C) `7 iNl✓��R"� `��v�LoPc:n� NA 0wner�l:`_Q�(Z __ Address_f, S L J 6At _]Sy----zip.? a33 phone,�46 U 9 34 • a Architect w �t�(.0A J____Addrese r4NK I -------zip------phone3fe,' 53 Contractor ►_' d �L1 ___ Address ��I ¢ G�_zip------phoneIf 7_56 --- -- Contractor's License number-46jLQQ�� -----expiration //�� Lot_L"1,�_Block or Section �Q______Subdivision !✓ CRvvE _Zoning_I_\& Street Sk A✓__between CdQj�t�rv_v4 ____and_ E W� side___________ Type Construct ion_ S2&rn�___--No. Units__ ------No. Fireplaces Purpose of Building _ L,16)M es____________Est. Valuation S 0Qr000____ Utility Method - Water_C LSewer C_ 1 Dimensions - Building_6AdC1k-- OrV ot_____________Size Footings___________ Sz. Piers------------ Sz. Sills__________ Greatest 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 Ct:VTft _L Solid or Filled Ground-----------Roof Flood Zone____If located within a FLOOD HAZARD ZONE complete page 3 ✓ �C 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 g _ _e ----- ---s---- -Date, --J�--------- Signature Contractors_ �� Date page -�1-- �-- page 2 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development:__I bCll►ti llw��----------------------------- Flood Zone: --- ----------------- Required Lowest Floor Elevation:_-./-3 - 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,/L-//= _Applicant's Signature_ _Z? - ------------ ---------------------------------------------------- Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed Filed with Building Department ___________ ----------------------------------- Building Department Representative page 3 r CITY OF s is Fe4d - 57&uG(d 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 April 29, 1987 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Fl. 32202 ' The following final inspections have been made and are satisfactory: Permit #5242----2395 Mayport Road Permit issued to Manning Electric Co. Permit # 5167--- 2020 Duna Vista Court Permit issued to Adkins Electric Co. Permit #5204---1660-2 Beach Avenue Permit issued to Brooks & Limbaugh Sin e1 , Rerfe rs Community Deve opment Director cc: building file 4 p� C`+ � co d � 4 a � m d T 0 C- 0 Q ca � p per ? d Uwo y Q L D N 00 OZZ c CA ,..i y H T5 !f� ?y� 4 0 4 r m r U U p.,O Address e�r Heated Square Footage @ $ _per sq ft = $ darage/Shedz @ $ j. per sq fit = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: Total Valuation 1st $ L C e^1 Remainder Valuation .2.5-p-er thousand or portion thereof --------------------------------------------I Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED I + k Filing Fee Mechanical 7 Fireplaces @ 15.00 PluTbing BUILDING'PERMIT FEE $ s, Electric/New ------------------------------------------------- Electric/Temp I— BUILDING PERMIT $ Septic Tank Well WATER METER CHARGE $ Swimning Pool r7 SEWER E,1PACT FEE . Sign WATER IMPACT FEE Water Connection MISCELLANEOUS Sewer Connection Water Meter $ Elevation Certificate GRAND TOTAL DUE ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES i, i i i 1 DEPARTMENT OF BUILDING 8 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. j 195 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date January 1,_19 86 1 Valuation$ 511,525.0© Fee$ 1,223.3S 11 This permit not valid until above fee has been paid to City Treasurer,and is isubject to revocation for violation of applicable provisions of law. 1123« T This is to certify that FRED MI LLS CGCO06748 tt -r, w has permission to build Seven Townhome as per R1jA�02 17 13 ! n t/05/5 Classification Residential Zone RG2 Owned by Mabry Develent/Peter Mabry Lot 6-12 _Block 6 S/D Ocean GTove House No. 1660 Beach Abenue [hots 1-7 According to approved plans which are part of this permit l j NOTICE—AL1 L CONLE RETE FORMS j = AND FOOTINGS MUST Bt IN- SPECTED BEFORE POURING. f PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 i 4- 0 O Building material,rubbish and debris A from this work must not be placed C in public space, and must be cleared up and hauled away by either Il coa-trpctor- r owner. ! f ' B ' g Official.. 4 I FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING i ELECTRICAL I SEWER ` WATER aIMAMW u CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =' ATLANTIC BEACH,FL 32233 ata INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000572 Date 4/30/08 Property Address . . . . . . 1660 BEACH AVE UNIT 44 Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------------------------------- Application desc 1 c/u 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FALLOON, NIALL OCEAN STATE HEAT & AIR, INC. 1660 BEACH AVENUE #04 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ------------------- --------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/27/08 --------------------- ------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --- ------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Us/z8/2008 16:23 FAX 9042498949 OCEAN_STATE_A/C ATLANTIC-BEACH ®002/002 w w 1 24� gf-3opy %. CITY OF ATLANTIC IRVAGHF T O�� `t 900 SEMMOLE ROAD,ATLANTIC MACM,FL W" � 1 •Nj OfFM.0 0 PO-5 6•FAX N4.;fiW047.6M; OU1L01NG.aP?®001{0.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY A lent' beach FL 3223 OYES Met K' Q iw& F Nqy� W COLL PHOW'.oo+a as. CFACE PROW, _ c f «. Appksallon b hereby made o obbo a penT*to do CM work and kalallations as lndlcatad. I Joe ily VW all work will be perfanned vo ruse{ft wortiards of all laws repuh,dne coni6uclim in this j 5ft6on. This parml becomes rwp and void 9 wwk Is not eflrtwwved w*M six(6) months.or tf con9t•,x5on of wok Is suspended or abartdmW for a period of six(6)monhs at ar,y time after work Is o>u,lfTter,ced. CONTOACTORS 13 NEW 116TAUATION ON FLORIDADE- VkPLACEMENT OF DCISTING SYSTEMNG Q Comm L MECHANICAL C3ALTlMTION f ADDITION TO EXIST SYSTEM 17 t3ThtktER 13 REPAIR 19.HEAT: 0 SPACE 0 RECESSED STUENTRAL O FLOOR BURNERS: 20.AIR CONDITIONING: O ROOM ENTRA L 21.WILT SYSTEM: MATERIAL. THICKNESS: MAX CAPACITY: tfm 22.REFtRIGERATION: MAX CAPACITY: t fru 23.COOLMKi TOWER: CAPACITY: 24.FlIE SPRINKLER: NUMBER OF HEADS: 2a LWT SYSTEM. ELEVATOR MANUFT: ESCAUTM AUTOLfFT: 26.COWSERC1AL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: tKA.,ONRY: U.IRRIGATION: 13 PUMP 0 WELL 0 PIPING J 29.GA PwgNG! x OF OUTt.ETS: 0 GAS AHU: D GAS WATER HEATER: 30.OTMER-SPECIFY: sorAR"0100%DOLMLWORW FIaWUai VnM NEAT lotamYMr063 OR cm INt1YCT9M yAWEF4Rt"JTNCRTrEMB: �4 ••�1 Numam OFUMTs t7EiC 'TION mom,.* WWUfACrAm TOES AGENCY Moon MANUfACTYR4R atu F31a1� + MIMM GALLONS MANUFACTUrI�I 8lIWLA co"fWW ROOM:"M20%w1una W (A) 12- CITY OF ATLANTIC BEACH ' 07- _ J 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:f904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1 JOB DDRESS `` -9J0}TH ,A$U6 PERMIT.; 3.DATE., DvL O � n A-.!anti c Beach ❑YES PERMIT M Q FL 32233 Old PROPERTY�OWNER: 4.NAME: � 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: fi.PHDNE 7 / X22_ M CHANICAL GQN ,F CTO W 7 OF COMPANY 8.,9D.qRE,�5$.: 9.STATE OF FL #IC� N29 2 0 10.CELL PHONE: 11.F N - 12.EMAIL ADDRESS: ,„,,' 13.OFFICE PHONE: n C / 14�. 0 0E Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIG 15.CLASS OFWORK: 1111-NEW INSTALLATION 11 NEW 6 FLORIDA BUILDING CODE- ttrKEPLACEMENT OF EXISTING SYSTEM OLRIlIS NG ❑COMMER IAL MECHANICAL ❑ALTERATION 1 ADDITION TO EXIST SYSTEM D REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19.HEAT: ❑ SPACE ❑ RECESSED atENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM CENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING Vi 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR Coll-IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31..COO41H QUIP]NENT.' AIRCONi31 % NINO REERIGERATLONEQ1Jh.MENT C MDENk EfiG' NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: _ FURNACES BOILERS FIRE.1ACES AIRHANDLERS.ETC. 6 P OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 33.74NKS;,`. - 7771 TYPE LI UID APP IN NUMBER GALLONS CONTAINED MANUFACTURER SER IAL# AGENCY COAB FORM BLDG04:REVISED:9/13/2007 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 04-00028731 Date 7/23/04 Property Address . . . . . . 1660 BEACH AVE UNIT #4 Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WALSH OCEAN STATE HEAT & AIR 1660 BEACH AVENUE #04 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 (904) 249-8251 ----------- ----------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. O BUILDING OFFICIAL cajj4gs- � L)r CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Di31�r O Date.—' /ZZ Property Address: rbeach Owner: ( Telephone #: I Contractor: (aa n ,tp� t-CJ� �C. Telephone #: Contractor Address: 141(s) c 1[ aCt.1(� (1�� Fax #: 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 pan hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP _Natural Central Utility ❑ Oil ❑ Other—S ecifi, MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK JHeat !Space _Recessed Central _Floor Residential aAir Conditioning: _Room Central Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ED Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ El evator: __ Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGE RATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model#R Manufacturer Ton's Agency t �'tCv 02LP HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model 0 Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Man%- &Dimensions Contained Manufacturer No. Agencv 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • htipi://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 I PLUMBING PERMIT PERMIT INFORMATION �_ LOCATION INFORMATION, Permit Number: 23204 —Address:11660-2 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: C3W II=R 1N t}RMATION _. Date Issued: 12/27/2001 Name: ABNEY OR EASTON Total Fees: 60.50 Address: 1660-2 BEACH AVENUE Amount Paid: 60.50 ATLANTIC BEACH, FL 32233 Date Paid: 12/27/2001000>ooa0000 --- -- ---- -------- Work Desc: REPIPE _ CONTRACTORS x 1. ATION FEES Y- STEEG PLUMBING ' '' 60.50 R x x17177 1, T . w k 4 gs4cy 412 -01 vA w^ S ''z 'o''•` � �__�,__..._.. ____' .1 l- FINAL . z.M,ytx t'. !.. �� NOTICE - INS CIOI�IS £� `_ ESTQAT LAST 2 FiLIR ftIC3R NSPECTION BUILDINGMATERIAL, I2�BH4 I~� IiIS WOR TdOT`RE. CED IN PUBLIC SPACE, AND MUST BE Cl FFI=D l NT TOR OR OWNER "FAILURE TO COMPLY WITH1 RESULT IN THE PROPERTY OWNER PAYING TWI tt. <I ENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i ATLANTIC BEACH BUILDING DEPT. Date: 12/28/81 81 Receipt: 8822684 _ GHEK5 4641 _ --- _ 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION: OWNER OF PROPERTY: Nc 6aL �,�,`�v� TELEPHONE NO. PLUMBING CONTRACTOR C CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: Oft[) 3-7t'7t,. TELEPHONE:- HOW MANY OF LLOWING FIXTURES R —PIPE OR NEW SINKS J SHOWERS LAVATORY / WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE—PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE — $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ---------------------------V-------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — ( 904 ) 247-5826 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �J!JAC Application Number . . . . . 05-00029906 Date 7/08/05 Property Address . . . . . . 1660 BEACH AVE UNIT #1 Tenant nbr, name . . . . . . REROOF / UNITS 1 THRU 7 Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 66170 Owner Contractor ------------------------ ------------------------ OCEAN GROVE HOMEOWNER ASSOC r GRASTON ROOFING CO INC 1660 BEACH AVENUE 2680 FOX HUNT TRAIL ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 (904) 396-5575 (904) 28-7029 -------- -------------------------------------------------------------------- Permit . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 480 . 00 Plan Check Fee . 00 Issue Date . . . . 3/22/05 Valuation . . . . 66170 Expiration Date 9/18/05 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 480 . 00 480 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 480 . 00 480 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f BUILDING OFFICIAL a f.1 fa) CITY OF ATLANTIC BEACH t' s 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029906 Date 3/22/05 Property Address . . . . . . 1660 BEACH AVE UNIT #1 Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 66170 Owner Contractor ----------- --------- ---- ------------------------ OCEAN GROVE HOMEOWNER ASSOC GRASTON ROOFING CO INC 1660 BEACH AVENUE 2680 FOX HUNT TRAIL ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 (904) 396-5575 (904) 28-7029 ---------------- - ----------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 480 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 66170 Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- ---------- ---------- Parm� r 480 . 00 480 . 00 . 00 . 00 . 00 . 00 . 00 . 00 480 . 00 480 . 00 . 00 . 00 Cityy��o�ff� Atlantic Head► + CU6TOER FECEIPT #" Door: 3LANIER Type: DC Drawer: i Date: 3/22/65 61 Receipt no; 42361 Descri ien 2G9wtity Amount BP BUILDING PERMITS.06 :488.N Tender detail OEM 1613 48LOS Total14 eyed f40L 6 Total payment N Trans date: 3/22/65 Time: 12:31:29 TH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 f, �;y Date $ 0 5 Heated Square Footage @ $ per sq ft= $ Garage/Shed @ $ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ G6,1 35 $ 35' Total Valuation 1st $ 160o Remaining Value . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 32 U. ZONING: + 1/2 Filing Fee $ 16, 0 FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ C). WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ /r o C) . GRAND TOTAL DUE: $ z 8�� L UP CITY OF ATLANTIC BEACH Cc: BUILDING /ZONING DEPARTMENT Ford �' s) 800 Seminole Road L. Higgs ft " Atlantic Beach,Florida 32233 r31 ;� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0'> 9 Property Address: (d /J t/-\Ct4 Ay C Applicant: GA J� F JD F) N C Project: 91C- X This ermit application has been: T7 Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 3/r 8 fa Date Contractor Notified: CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATfON Date: 321t. Job Address: /L o g&AeA A VL Owner of Property: cw-*" GRAy& gipm&owgirgr, 4ssoc-(A7jo.j., /Nt . Address: J Bk-A4l At/C. A7r.A+J7tc- dkAcK ;;tL, a A.33 Telephone: 31. — 5S IS' Contractor: R. GgAS7oP State License Number: Contractor's Address: A(.80 KoXHa^rT 7KA-fL I"jACk.S0,uV1LL0,L .1 )CIL. 326a$`� Telephone: (T04-A X87^ds9i3 Fax: (904) xs— Scope of Work: RE,eooF wi7K So tjRo2 .44C4it7h.c-7uKAC. sHtN`c,E Deck Slope: `1!A a• a.- Greater than 2:12 Less than 2:12 Valuation of work: ,$ �� _ 1`70. vu _ � Product Name(Example: Timberline): PR1�S•�t u�t. —Pius �" L Manufacturer(Example: GAF): _ F—Lk_ ASTM Designation(s): p 3olf 031t./ 03114,1 0 .3909 E-lab (F Lac,10A #EMg%j&L*f FL 58G Required Inspections: She Signature of Owner: Date: G��J Signature of Contractor: Date: G AS TO'OWNER: Sworn to and subscribed before me this w day of /4ca6r 20 State of Florida,County of Duval . Notary's Si nature. � Personally known • WCwnmftw W3=7 ❑ Produced identification + E)q*u 22.2M Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of / S State of Florida,County of Duval Notary's Signature. Ef"Personally known v►" C1 Produced A Vftm Produced identification +P Type of identification produced_ � j *cww00'."", 22.2M 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.cLatlantic-beach.fl.us Page I Revised 221/03 LMAB02021 City of Atlantic Beach 7/08/05 Display by Address 10 : 06: 17 1660 BEACH AVE Number Dr Name Sfx Dr Pre Qual Pst Q1 -A—p—t--f TOWNS Type options, press Enter. 2=Change 3=Copy 4=Delete 5=Display 6=Miscellaneous information 7=User-defined codes 8 Valuations . . . Opt Address Location ID Sts _ M 1660 BEACH AVE UNIT #1 UTBPOL 6186 _ M 1660 BEACH AVE UNIT #2 UT 6188 _ M 1660 BEACH AVE UNIT #3 UT 6190 _ M 1660 BEACH AVE UNIT #4 UTBP 6192 M 1660 BEACH AVE UNIT #5 UT 6194 M 1660 BEACH AVE UNIT #6 UT 6196 _ M 1660 BEACH AVE UNIT #7 UT OL 6198 _ M 1661 BEACH AVE UTBPOL 5524 _ M 1665 BEACH AVE UT 5526 1665 BEACH AVE IRRG UT 13926 + F3=Exit F4=Prompt F6 Add F8=LX switch view F15 Active/Inactive F17=Subset F22--,Owner/Location F23 More options This is a subsetted list CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) Address: ��(� /j�a�►� i�1z`� Phone Lot # Bls� or Unit # Subdivision: Contractor: State License # �iQe Address: Phcne No: CityState / '7`/f�'..�-- zip Code / p Describe work to be done:Q ��C�luc I—, �SP 1 L%/ 41/L�� 6�C f�i/Zs/� � s�c(ii, Tiz..�-� �ir..-•,� ® c�ai� C'�.�.�/ o��.��•Ps. ( Present use of building: Valuation of Proposed Construction: Procosed use: Is this an addition? W/ If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT 771= (CCb0iERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF C0b0MNCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. 4 Signature OWNER: i te: �� 7 Signature CONTRACT R�4/ Date: U✓ /� Sworn to and subscribed before me this q dav of 19 *OTA�YPU�BLIC STATE OF FLO DA AT LARGE My Comm sionCC48127B � 4s�� M^•,r. •.•.�rnr�N(,;t,..I 1 Expires May.09.1999 �* , "'ay.09.19M ar a Bonded by HAI ,sed by MAI �rE oN�a 800-422.1555 % ';l t3tk7-qts• 100 Of fL F0F Pim' 16679 DEPARTMENT'OF 81U1Lb4NG I CITY OF ATLANTIC BEACH 1 .'PERMIT INFORMATION I----- L AT I ON INFORMATION ermit Number: 16679 Address 166 BEACH AVENUE #2 Permit TyPeAI~EMODELING ATLANTIC BEACH, - FLORIDA 32233 lass of Work:ALTERATiOI �- LEGAL DESCRIPTION - -- � C6nstr. Type»WOOD FRAME Block.-, Lot : Twp» Q Pr4oted Use2:SINGLE , F. +MILT Sect ion: Subd: 2nq» , Dwellings. 0 Subdivision: 3 Est value-. 0 -60ImProv., Cost:. 1,700 ,00 9 Total Fees -,, 30 .00 Amount Paid."', ��, 30.00 � Date Paid, 1S,t1998 cark I?esc:ISY�LAE CH DOORS, CDBAFt SHINGLE SIDING, WINDOW REPAIR TRIM .:a77 R ' 2'ON - _ APPLICATION FEES -r Mme: TOM " dor 6, 8 I z 30 .40 t ATLAPC � rEAFLORIDA 32233 , 'Ione. C 0,7 f S `' b73 Y id "' r �r r' . ONA�' R IORMAT I CSN ame» ARMSt'$0, `: At LxCTION 6TH AV��CtE SOUTH RCKS{ IVVrLL EACH FL 32250 z tic..: CSC ?455� EP , Pe; ' X .try, xy m NOTES: E i i l NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS.PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "'FAILURE TO COMPLY WITH THE MECHANICS, LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE'FOR StlfLPINGIMPRCIiVEMENTS.'' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. (TIO 14'- � ATLANTIC BEACH BUILDIN DUE �c�l 1438 c CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 January 1, 1987 Memorandum To: Building File-1660 Beach Avenue From: Rene' Angers, Community Development Director Subject: Administrative Variance Granted This is to advise that an administrative variance of 10% as provided in Section 24-47. (8) of the Code, has been granted to Lots 6-12, Block 6, Ocean Grove; also known as 1660 Beach Avenue. The variance permits construction of multiple-family units within 13. 5' of the north side property line rather than the required 15' as provided in the RG-2 zoning classification. It is noted that RGA zoning, in effect prior to annexation of this area from Jacksonville to Atlantic Beach, provided for 10' side yards. Sincerely, Rene' Angers cc: City Manager Building Inspector Mabry Development Address. V-L /-/v r1eatbd Square Footageper sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck - @ $ per sq ft = $- Patio @ $ per sq ft = $ TOTAL VALUATION: $ ell Total Valuation 1st $ 7 2 Ronainder Valuation ��:,WT)per thousand or portion thereof --------------------------------------------I Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED + 1, Filing Fee Fireplaces @ 15.00 $ /s-, c Mechanical PlumbingI BUILDING IPERMIT FEE $ Electric/New Electric/Temp -- ---------------------------------------- --- Septic Tar-d,, BUILDING PERMIT Well WATER METER CHARGE SEWER IMPACT FEE &dmning Pool WATER IMPACT FEE j J Sign MISCELLANEOUS Water Connection Sewer Connection Water Meter LI/ $ Elevation Certificate 17 GRAND TOTAL DUE $ ------------------------------------------------------------------- -------------------------- CALCULATIONS and/or NOTES 9 City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _ 2_ BATHROOM GROUP CONSISTING OF _ ___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) _ 0 _BATHTUB/SHOWER (2) URINAL WALL LIP (4) _ 0--SHOWER GROUP PER HEAD (3) _ _FLOOR DRAIN ( 1 ) _ W- _SHOWER STALL DOMESTIC (2) _ __LAUNDRY TRAY (2) ___LAVATORY ( 1 ) __COMBINATION SINK AND TRAY (3) '__WASHING MACHINE (3) -- ---POT, SCULLERY SINK (4) --(__DISHWASHER (2) __WASH SINK EACH SET OF ' FAUCETS (2> _ -KITCHEN SINK (2) _ __DENTAL LAVATORY ( 1 ) __ __KITCHEN SINK WITH WASTE GRINDER (3) _DENTAL UNIT OR CUSPIDOR (1) __v_BIDGET (3) _ -_URINAL STALL, WASHOUT (4) _ 0--FLUSHING RIM SINK (8) _ __COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) __URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _ __DRINKING FOUNTAIN ( 1/2) _ L-LAVATORY, BARBER/BEAUTY SHOP (2) _ ___LAVATORY, SURGEONS (2) _O--SURGEONS SINK (3) --- -URINAL STALL, WASIJOUT(4) TOTAL FIXTURE UNITS_ ,j @ X10. 00 EACH 0 (Jo__________ JOB INFORMATION... / /�L' ___ ,l__ 1.� k.r, 12X111___-___-- f io i �t r 14C t/ v"L l/w r 7 �_ C Ileated Square Footage / d @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Tota lWaluation. 1st $ $ 1 Reminder Valuation per thousand or portion thereof - � Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED 11 + z Filing Fee $ Mechanical Fireplaces @15.00 Plumbing ; BUILDING PERMIT FEE $ Electric/New ✓ ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ SwJ nning Pool SEWER Il,IPACT FEE $ Sign WATER IMPACT FEE $ Water Connection L/ MISCELLANEOUS $ Sewer Connection ✓ $ Water Meter --, $ Elevation Certificate —1�7 GRAND TOTAL DUE $ ---------------------------------------------------------------------=------------------------ CALCULATIONS and/or NOTES City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATHROOM GROUP CONSISTING OF _ SERVICE SINK TRAP STAND _ WATER CLOSET, LAVATORY & BATH 18) TUB OR SHOWER STALL (6) _ ---WATER CLOSET VALVE ____WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _ -BATHTUB/SHOWER (2) _URINAL WALL LIP (4) _ 0--SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) P- -SHOWER STALL DOMESTIC (2) _ __LAUNDRY TRAY (2) __ --_LAVATORY ( 1 ) __COMBINATION SINK AND TRAY (3) __WASHING MACHINE (3) _ __POT, SCULLERY SINK (4) __1__DISHWASHER (2) -_WASH SINK EACH SET OF __Q_KITCHEN SINK (2) FAUCETS (2) _ ____KITCHEN SINK WITH WASTE __DENTAL LAVATORY ( 1 ) GRINDER (3) _DENTAL UNIT OR CUSPIDOR (1 ) _D_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) _ L-LAVATORY, BARBER/BEAUTY SHOP (2) __LAVATORY, SURGEONS (2) _O--SURGEONS SINK (3) __--_URINAL STALL, WASIJOUT(4) �0 pp�� r� TOTAL FIXTURE UNITS__3 @ X10. 00 EACH 0 (no____ JOB INFORMATION___,_�-� -------- -�� --X _1- -1r-------- Address, Square Footage @ llea�ed'S" "�per sq f t � Garai Shed (a $ --- Oyer sq ft Carport/Porch @ $-- per sq ft = $ Deck , @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 73, 4 Tota l'Valuation lst $ 6-6, 0 OJ -- Reminder Valuation ,'Vper thousand or P thereof -------------------------------------------- Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee Mechanical Fireplaces @ 15.00 BUILDING!PEP,1ff T FEES Plumbing Electric/Nag V/ ------------------------------------------------- Electric/Tmp ✓ $ BUILDING PERMIT Septic Tank Well WATER METER CHARGE Swimming Pool SEWER IMPACT FEE Sign WATER IMPACT FEE Water Connection MISCELLANEOUS Sewer Connection Water Me-ter Elevation Certificate GRAND TOTAL DUE ----------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. --BATHROOM GROUP CONSISTING OF _ ---SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH - (8) TUB OR SHOWER STALL (6) - _-_WATER CLOSET VALVE __rr_ll)__WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) _ URINAL WALL LIP (4) __SHOWER GROUP PER HEAD (3) _FLOOR DRAIN ( 1 ) _ 2_SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) ___LAVATORY ( 1 ) _COMBINATION SINK AND TRAY (3) ____WASHING MACHINE (3) _POT, SCULLERY SINK (4) !__DISHWASHER (2) _WASH SINK EACH SET OF b FAUCETS (2) _ _KITCHEN SINK (2) __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) __0_-LAVATORY, BARBER/BEAUTY SHOP (2) __LAVATORY, SURGEONS (2) _ __SURGEONS SINK (3) _ -_URINAL STALL, WASHOUT(4) TOTAL FIXTURE UNITS --� c�--_- @ !910. 00 EACH -_-_---- JOB INFORMATION___ C�__ Heated Square Footage / S @ $ per sq ft = $ Gar Shed �`�-- ��'O @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION; $ Tota Valtiation 1st $ Remainder Valuation per thousand or portion thereof --------------------------------------------� Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED ; + z Filing Fee $ i Mechanical Fireplaces @ 15.00 $ Plumhing i BUILDING!PEPrMT FEE $ Electric/Neta ✓ ' ------------------------------------------------- Electric/Temp ----------------------------------------------- Electric/Temp LZ Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ j Staimning Pool SEWER IMPACT FEE $ �. f? Sign WATER IMPACT FEE E Water Connection ,/ MISCELLANEOUS $ Sewer Connection �/ $ Water Meter ✓ $ Elevation Certificate GRAND TOTAL DUE ----------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _____BATHROOM GROUP CONSISTING OF _ __-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) v BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) 2 SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY ( 1 ) _COMBINATION SINK AND TRAY (3) __ __WASHING MACHINE (3) _POT, SCULLERY SINK (4) _ _DISHWASHER (2) _ _ _WASH SINK EACH SET OF i1 - FAUCETS (2) _ _KITCHEN SINK (2) _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 �1 SHOP (2) __LAVATORY, SURGEONS (2) ^__Sl)RGF.ONS SINK (3) _ __URINAL STALL, WASHOUT(4) �J1 TOTAL FIXTURE UNITS__j _ I____ @ 010. 00 EACH 41 --I-------------- JOB INFORMATION___&/, ------------- Address. �(� / �� r C� 1 �� (/6 l 1 �„� ! C) 41eated Square Footage / �� @ $ per sq ft = $ G Shed c�'p @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck ' @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION; $ Total Valuation 1st $ Remainder Valuation per thousand or portion thereof --------------------------------------------� Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + Z Filing Fee $ Mechanical Fireplaces @ 15.00 $ Plumbing _� j BUILDING'PEPMT FEE $ Electric/New ✓ ' ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ SAnudng Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection ,/ MISCELLANEOUS $ Sewer Connection ✓ $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------=------------------------ CALCULATIONS and/or NOTES k City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ' --BATHROOM GROUP CONSISTING OF _ 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) U BATHTUB/SHOWER (2) _ -_URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) -FLOOR DRAIN ( 1 ) i SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) __+ _LAVATORY ( 1 ) __ __COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) -POT, SCULLERY SINK (4) _ 1 _DISHWASHER (2) ___ _WASH SINK EACH SET OF FAUCETS (2) __ --KITCHEN SINK (2) _DENTAL LAVATORY ( 1 )- --KITCHEN SINK WITH WASTE ,l - GRINDER (3) DENTAL UNIT OR CUSPIDOR ( 1 ) V �l BIDGET (3) _URINAL STALL, WASHOUT (4) --()-FLUSHING v_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) LAVATORY, SURGEONS (2) __ _ __SURGEONS SINK (3) _ __URINAL STALL, WASHOUT(4) c^7 fTOTAL FIXTURE UNITS__Q_ I____ @ X10. 00 EACH _-__ Q2- -- ---------- JOB INFO RMATION___ / ------------- Address — 1ts-ated Square Footage / �� ° @ $ per sq ft = $ Gac, Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck . @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION; $ Total Valuation lst $ � Remainder Valuation per thousand or portion thereof --------------------------------------------� Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ Mechanical � 4 Fireplaces @ 15.00 $ BUILDING!PERMIT FEE $ Plumbing Electric/New ------------------------------------------------- El.ectric/TerTip BUILDING PERMIT $ Septic Tank Well WATER METER CHARGE $ Swinming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection ,/ MISCELLANEOUS $ Sewer Correction tl $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------=------------------------ CALCULATIONS and/or NOTES City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _ 2- -BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH _ �(8) TUB OR SHOWER STALL (6) ___WATER CLOSET VALVE //_llWATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _v__BATHTUB/SHOWER (2) _ __URINAL WALL LIP (4) _ __SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1 ) _ 2_SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) ___LAVATORY ( 1 ) _COMBINATION SINK AND TRAY (3) ____WASHING MACHINE (3) POT, SCULLERY SINK - (4) ____DISHWASHER (2) _WASH SINK EACH SET OF - __ _KITCHEN SINK (2) FAUCETS (2) _KITCHEN SINK WITH WASTE __DENTAL LAVATORY ( 1) GRINDER (3) DENTAL UNIT OR CUSPIDOR (1 ) __l,_�J1�__BIDGET (3) _URINAL STALL, WASHOUT (4) --()-FLUSHING_FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WITH URINAL, PEDESTAL, SYPHON JET FOOD DISP05. (4) BLOWOUT (8) _DRINKING FOUNTAIN ( 1/2) _ V _LAVATORY, BARBER/BEAUTY \ SHOP (2) __LAVATORY, SURGEONS (2) _____SURGEONS SINK (3) _ __URINAL . STALL, WASNOUT(4) 0 TOTAL FIXTURE UNITS--9 � @ 010. 00 EACH 0 JOB INFORMATION__-/Co _ al �/� 7 Address 4 6 11 U43 i I Heated Square Footage / 7� _@ $r per sq ft = $ Garan Shed -� `� + @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck . @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION; $ Total Valuation 1st $ Remainder Valuation per thousand or portion thereof --------------------------------------------� Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED ; -E 2 Filing Fee $ Mechanical Fireplaces @ 15.00 $ Plumbing _ ; BUILDING'PERMIT FEE S LZ Electric/Neta ,/ ' ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ Swimming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection ,/ MISCELLANEOUS $ Sewer Connection t/ $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------=------------------------ CALCULATIONS and/or NOTES City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. *- _ BATHROOM GROUP CONSISTING OF ___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) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) _ ,�- _SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) ___LAVATORY ( 1 ) _COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) i ^ DISHWASHER (2) WASH SINK EACH SET OF _ FAUCETS (2) _____KITCHEN SINK (2) _DENTAL LAVATORY ( 1) ___ KITCHEN SINK WITH WASTE +GRINDER (3) _ _ DENTAL UNIT OR CUSPIDOR ( 1 ) V _ __r_\�__BIDGET (3) _URINAL STALL, WASHOUT (4) V_FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH f� -COMBINATION DISPOS. (4) URINAL, PEDESTAL, SYPHON JET j +BLOWOUT (8) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY _ 1 SHOP (2) __LAVATORY, SURGEONS (2) _ __SURGEONS SINK (3) _ __URINAL STALL, WASHOUT(4) TOTAL FIXTURE UNITS__j9_ 7____ @ 010. 00 EACH JOB INFORMATION-__�ls� /__ C ________ UTILITY SERVICE AGREEMENT INFORMATION SHEET ' Date Executed T '� ------------------------------ Developer/User -----------------------------6 A Develo er/User - --- - -- -==--------r------------- _-_-_--.--...----_--------•-------------------.-_---- --------------.--.-------.------...---------_-------.-- ---------------------------•----_---------------- Development Name �. -,=z:•_e-- - - --------------------------- ------------------------------------------------ ------------------------------------------------ ----------------------------------------------- Type Development -- ------ ------------------------- ------------------------------------------------ ------------------------------------------------ ------------------------------------------------ Location of Development ------------------------------------------------ ------------------------------------------------ ----------------------------------------------------------------------------- FEES AGREEMENT AMOUNT PAID DATE PAID RECEIPT Inspection Water ImpactS ,67 C' C' Sewer Impact S -7 S Water Metersr Cj, Miscellaneous TOTAL S $ # ----------------------------------------------------------------------------- Notes: f Hydrolic Share: Not Applicable__--_/ Payment Due-----/ Refund Owed Y C 02157 OFATL*Ny� per+ /+{(,j a IRPORMATION cff Avimus All � 7" r $ISA CR,. !F"L.CIRIDA1 32233 3y3 i iia �Mr Rho l U *bbd a Vii; 00.00 ��r y� Ov of J d a 9 M SA A ' sy. �, Aa9.63CK ,ff " t t3 / Q K#' TAS 545#0 A 3/06/ ! Splim T Ir I t 1 , ►A . s � "�� ''��• ro s x .www / y f N©TICS- A''L CONCRe MS A#40 FQQ 1MUST 13FE CI��I��iGT14r� !!RING PERS IT 60 SIX MONTHS 4Ff ER DATE OF ISSUE BUILDING MATERIAL,;RUBBlSH,AND{"rrBFi1$,"FROM THIS WORK MUST NOT BEPLACLQ IN PUSLIC!SPACE,AND MUST BE CLEARED UP AND HAOLEpWAY'BY 11° i1zROtYTRAC7OR OR.C}WNR, " , 1 "FAILURE T4 CC� /IP1.Y WITH THE MECHANIC$' LIEN LAW, CAN RESULT 1`I!� THE PIS©PEP'P'Y t)1NIN R 1 A1�LNG -.WIC FOR BU`ILo' INC IMPi t)VEIVIENTS.$ ED ACCORDING TO APPROVED PLANS, N ARS PAiRT OUOF THIS PERMIT AND SUBJECT TO REV OCA TION FOR 1 +QLATION OF'APpUCABLE PROVISIONS,O'F " ATLANTIC 'RUILDIN ' D PARTMENT Sy' - s r I .r JIM STRANAHAN NEW SERVICE 1620 BEACH AVENUE y ' 249-0811 USE THIS FORM FOR ESTIMATES ONLY ,r DESCRIPTION QTY. -MATERIALS LABOR TOTAL 2" X 1" TAPPING SADDLE 1 100 GALV. 1" CORP STOP 1 $22.36 1" CURB STOP 1 $22 .36 1" STREET L PVC 1 $0 .63 1" X 3/4" MALE ADAPTER 1 $0 23 _ PVC , 1" MALE ADAPTER PVC' 2 $1 ,54 CONCRETE METER BOX/LID 1 $12 00 " PIPE GALV. 20' $13 .80 . 3/4" X 5/8" METER $85 00 SUB TOTAL $165 92 10% O.H. $16 .60 TOTAL $182 .52 3 MEN 27 .45/HR FOR 6 HRS. _$164.,. 70 30% -O.H. $49 41 $214. 11 �1 ATMALS--IAmon- -/OTAL TOTAL $182 52 $214 111 $396.63 MISC. JOO EXPENSES AMOVr+T ol"En JOB [xPrNs[s 60.00 TR CK 10.00/HR FCR 6 RS. TOTAL COST $456.63 8616 TOTAL SEttltr0 mcc It SS TOTAL COSI Gnoss vnor,t ttss O.•n411EAO cost or StttfNG ►RIC( TOTAL L OOL NET PROFIT $456.61' ( Y 1Y QF A1�AI Ii d t Ij. APPLICATION FOR WATER AHD/OR SEWER TAP APPLICANT NAME = `' L ---- MAILING ADDRESS PHONE NUMBER__ ✓_C/ . �'c __________ DATE___ _ __________ SERVICE REDUESTED ,-____,�G� _ ___ ____ ________ ----------------------------------------------- SERVICE LOCATION__/2C�? __ ------------------------------------------------ DATE SENT TO DATE RETURNED � _ PUBLIC WORKS____ _ ______ TO BUILD. DPT- ---------------- DATE OWNER NOTIFIED_____ RECEIVED F 1990 P-UE3L;IC WORKS PRICE Quoomm APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME_ _ --- ---- ---- --------------------- Ll " MAILING ADDRESS__z�,e-:5�a___ ��_- -----__ ____ -------- PHONE HUMBER .......... DATE___c ----____-- .r SERVICE REQUESTED------ ----�-------- --- ---- -------- ----------------------------------------------- SERVICE --------------------------------------------------SERVICE LOCATION__ZQ42�2-_ ----------------------- ------------------------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKS yTO BUILD. DPT. ________________ DATE OWNER NOTIFIED--------------------- BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: /�t -•Jl / 9� 7 Building Contractor: Aa'. Building Permit Number: Address: 46,6 d w- Legal Description: Improvements to the above described property have been completed in accordance with the tcrine of the permit and in certified to be ready for occupancy as Lowest Floor Elevation: 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 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: APRIL 13, 1989 Building Contractor: MABRY DEVELOPMENT Building Permit Number: 5205 Address: 1660 BEACH AVE. # 3 Legal Description: BLOCK 6-12 UNIT 2 AW Improvements to the above described property have been completed in accordar►ce with the terms of ttie permit and is certified to be ready for occupancy as ------------------------ Lowest Floor Elevation: 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 _______________ BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: 4/29/87 Building Contractor: Fred Mills Building Permit Number: 8195 Address: 1660-2 Beach Avenue Legal Description: Lots 6-12 Block 6 OceanGrove 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 Townhomes Comments: BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: Y: 1 Fire Chief ---4L2-91,$7------ --- a `4- - - - Public Works ---4L2_91$Z...... ---- Planning --Plannin Director 4 2 7 ...... --k7ZI-21LZ- Building Inspector ...4L29.L8Z...... i6 ADDRESS CONTRACTOR OWNER -------------------------- ---------------------------------- BUILDING— �_!"__ MECHANICAL__ ____ PLUMBING_______ ELECTRICAL_ TEMP POLE_ MISC___________ ELECTRICIAN ( --------------------------- DATE FAILED (DATE PASSED TEMP POLE .TEA---------- a t� ----------- --C-- - rd f' IldaA7 i� 5tt6rr) 'y -afi- $ '7 -03 o FOOTING -14-gl---14,5t L it. ao ROUGH PLUMBING so- 17 1'ao `8`� t11 SLAB ----------- -------- — 47 - i - 87 FRAMING 3 ----------- - ----------- i,} a (c" :a-7 MECHANICAL/FIREPLACE # 4 / _-_� " B7 tk3 -----------"-"_"�- ---- TOP OUT PLUMBING ----------- ----------- T� tto it -�p.. �"') �, •��,.��? ROUGH ELECTRIC 3 FINAL ELECTRIC ----------- - --------- t17 FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY DATE ORDERED DATE ISSUED City of Atlantic Beach Fixture Unit WorkBheet 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 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) URINAL WALL LIP (4) _____SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) _____SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _____LAVATORY ( 1 ) COMBINATION SINK AND TRAY (3) _____WASHING MACHINE (3) -----POT, SCULLERY SINK (4) _____DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) 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) _____LAVATORY, SURGEONS (2) _____SURGEONS SINK (3) _____URINAL STALL, WASUOUT(4) TOTAL FIXTURE UNITS 5 @ $10. 00 EACH JOB INFORMATION -------------------------------------------------- CITY OF 1*&9 is Seat( - 57&rides 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 May 19, 1988 Pre-Servioe ge0p� •�•.�� 3rd Floor Jacksonville 2.33 W. Duval Eleotrio • 1itbor4ty Bldg. Jacksonville,,,, Elm 322p,� The following final inspections have been made and are satisfactory: 45203 - 1660 #1 Beach Avenue - Brooks & Limbaugh Electric #5862 - 176 Camelia Street Action Electric #5958 v 289 Magnolia Street Barkoskie Electric #5805 - 326 Oceanwal.k' Drive South D Electric #5716 - 350 Oceanwalk Drive South Early Electric #6070 - 1801 Sea Oats Drive St. Johns Electric Sincerely, Rene! Anger CDD CITY OF 716 OCEAN BOULEVARD P.O.BOX 26 "-`- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 October 7, 1987 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street ,Jacksonville, Florida 32202 The following final inspection has been made and is satisfactory: Permit #5209----1660 Beach Avenue # 7 Permit issued to Brooks $ Limbaugh Electric Company. Sincerely, Rene' Angers Community Development Director cc: file RA/te SPECIFICATIONS Ocean Grove Beach Homes RQA Commission No. 8529 Beach Avenue Seminole Beach, Florida 25 February 1986 TABLE OF CONTENTS Section Title Page 100 Scope of Contract 1 102 Codes 1 120 Common Requirements 1 140 Quality Control 1 150 Temporary Facilities 1 172 Project Close-Out 2 206 Demolition 2 210 Site Preparation 4 211 Clearing 4 220 Earthwork 4 228 Soil Poisoning 4 240 Storm Water Drainage 5 330 Cast-In-Place Concrete 5 620 Carpentry 5 700 Moisture Protection 6 800 Doors, Windows, and Glazing A P P © v i 900 Finishes KEEP THIS PLAN ON jo MAR 0 W6*06 3 4 hilding & Zoning 4nspec4n Div_ Jacksonville, Florida C) RQA #8529 Table of Contents i Ocean Grove Beach Homes RQA Commission No. 8529 Beach Avenue Seminole Beach, Florida 25 February 1986 SECTION 100 - SCOPE OF CONTRACT: General Description: Construct one (1) two-story, three-unit, wood-framed, multi-family dwelling, and one (1) two-story, seven-unit, multi-family dwelling located on separate parcels of land, both fronting Beach Avenue, Seminole Beach, Florida. General Conditions: "General Conditions of the Contract for Construction", American Institute of Architects Standard Document A-201, latest edition. SECTION 102 - CODES: Work shall be performed in accordance with Standard Building Code, Zoning Code, and with applicable Federal, State, and local requirements in effect at the date of this proposal. SECTION 120 - COMMON REQUIREMENTS: Notice of Commencement: In accordance with Mechanic's Lien Law, Chapter 713. Submittals: Shop drawings, material samples, and test reports. Project Close-Out: As-built drawings, operation and maintenance data, warranties and guarantees, and certificate of occupancy. SECTION 140 - QUALITY CONTROL: Testing Agency: Independent testing laboratory with equipment and staff in accordance with applicable sections of ASTM E-329 and authorized to practice engineering testing by the State of Florida. Inspection & Testing: Earthwork, foundations and concrete. SECTION 150 - TEMPORARY FACILITIES: Project Office: Mobile or job-built structure. Project Sign: Project sign will be furnished by Owner. No other signs may be erected on the project site. Text will include: Title of Project Name of Owner Name of Major Tenant Name of Architect Names of Engineers and Consultants Name of Contractor Names of other firms of major importance to the project -1- RQA #8529 Utilities: Obtain and pay for all utilities during the construction period. Services: Provide water, power, telephone, drinking and sanitation facilities in accordance with State and local requirements. Controls: Protect established benchmarks and establish additional benchmarks and other reference points as required. SECTION 172 - PROJECT CLOSE-OUT: Prerequisites to Substantial Completion: Contractor to obtain or prepare the following: Punch List Service Agreements Physical Property (keys, extra stock, etc.) Maintenance Manuals Oral Instructions Record Drawings Releases Certificate of Occupancy Warranties and Guarantees Prerequisites to Final Acceptance: Cleaning of all exposed surfaces. Punch List completed. Temporary facilities discontinued and removed. Operational equipment start-up tests. Insurance transfer to Owner. SECTION 206 - DEMOLITION: Scope of Work: Demolition and removal of existing construction, vegetation, and debris within the "limits of contract" lines indicated. Where shown on site plan, demolish structures and buildings including foundations and utilities to point of connection. Preserve from injury or defacement all structures, buildings, sidewalks, curbs, and pavement adjacent to "limits of contract" or otherwise designated to remain. Regulations: Conform to all legal requirements affecting disposal of vegetable and other matter; anti-pollution laws, leaf burning ordinances, burning permits and similar requirements by any governmental agency having jurisdiction over the project. Protection: Temporary Work: Do not commence demolition until temporary barricades, fencing, and other protective measures have been properly installed. RQA #8529 -2- Safety: Provide warning signs, lights, barricades, fencing, and other protective dev ices. Existing Underground Utilities: Remove abandoned utilities in demolition area and cap to the point of connection. Where active utilities are encountered, confer with utilities company. Existing Overhead Utilities: Notify utility company who will authorize appropriate disconnection, re-routing, or maintenance of existing lines. Hazardous Conditions: When utility lines are suspected to be in the work area but cannot be located, Contractor shall so inform Construction Manager, and request instructions. Security: Plan construction procedures to provide continuous security. Provide temporary protection for openings and at other locations as may be required during demolition. Deny entrance of unauthorized persons and vehicles into work area. Relocation and Removal: Remove or suitably relocate other equipment, utilities, or services to clear the work, or to properly function in the complete installation. Where services or utilities are removed, they shall be suitably capped or terminated according to applicable ordinances, and the requirements of governing authorities. Where such items interfere with the work and specific instructions are not included on the drawings, they shall be adequately protected and further instructions requested from the Construction Manager. Demolition: Plan of Operations: Observe procedures for safe removal of the parts by methods that will not transmit excessive vibrations to adjacent building structure, create a nuisance, or damage existing work that will remain. Buildings: Remove completely, as indicated, and remove all foundations and utilities. Cap utilities at point of connection and remove or abandon utility lines as directed. Walks, Curbs and Pavings: Remove completely, as indicated, including paving base. Remove all demolished materials from site. Do not use as part of required fill. Ownership of Materials: Salvaged materials and materials that are to be relocated and/or reused shall be stored on the site for disposition as specified. Other materials become the property of the Contractor and shall be removed and disposed off site. RQA #8529 -3- r Disposal and Cleaning: Removal: Remove trash, debris, and unsalvageable material from the site. Do not accumulate debris more than 48 hours. Burning rubbish on site is prohibited. Dust and Noise Abatement: During clearing, grubbing, and removal, sprinkle area and materials being handled with water (to reduce dust in the air and annoyance to premises and neighborhood). Exercise all reasonable means to abate undue noise. Cleaning: Upon completion of clearing, remove tools, equipment, debris and the like, and leave the site In a neat condition, acceptable to the Construction Manager. SECTION 210 - SITE PREPARATION: Control: Verify existing property lines, dimensions, and existing utilities. Establish additional datum and control points as required. Clearing: Cut down and remove existing vegetation as indicated for removal within limit of construction line. Location of Building: Stake out as indicated. Obtain Architect's approval of stake-out before proceeding. SECTION 211- CLEARING: Clearing: Clear, grub, and dispose of material within construction limits except as Indicated for preservation and protection. SECTION 220 - EARTHWORK: Subsurface Investigation: Owner to furnish subsurface investigation report. Fill Material: Coarse-grain, well-graded sand, free of organic material as approved by Engineer. Stripping: Strip construction area as Indicated free of existing topsoil and organic material. Where unsuitable material is found, remove and replace with fill material. Strip 5 feet beyond building and paving areas. .Compacting Sub rade: Compact exposed soils to a density of 95% Modified Proctor ASTM D-1557 using a vibratory drum roller having a static drum weight of 3 to 5 tons with a diameter on the order of 3 feet. Minimum of six overlapping passes in each direction. Filling and Compacting: Structural fill should be placed in 12" lifts and compacted as above using 95% Modified Proctor density in building area. Dewatering: Localized dewatering as required to maintain dry excavations. SECTION 228 - SOIL POISONING: Extent of Work: Complete area of building slab. RQA #8529 -4- Qualifications of Applicator: Possess certificate as Pest Control Operator issued by Florida State Office of Entomology. Reference: Apply chemical solution in accordance with Pest Control Rules 10-D-52 issued by Office of Entomology, Florida Department of Health i; Rehabilitative Services pursuant to F. S. Chapter 482.051. Warranty and Service Contract: Upon completion of work, furnish to Owner a one-year warranty and service contract, renewable annually. SECTION 240 - STORM WATER DRAINAGE: Storm drainage shall be in accordance with City of Jacksonville ordinances. Materials shall comply with applicable sections of referenced standards. SECTION 330 - CAST-IN-PLACE CONCRETE: Concrete: Ready-mixed concrete in accordance with ASTM C-94 with strengths as follows: Slab on Grade (Vehicular) : 4,000 p.s.i. Footings, pile caps, walls, slabs (pedestrian) : 3,000 p.s.i. Reinforcement: Rods and Bars: Grade 60, ASTM A-615. Welded Wire Fabric: ASTM A-185. Ex ansion Joint Filler: Preformed bituminized fiber, Fed. Spec. HH-F-341, Type I, 112 inch thick. Acceptable: Celotex 'Fiexcell." Exterior Walkways Finish: Wood float and lightly broom crosswise per sample approved by Architect. SECTION 620 - CARPENTRY: Furnish and install all lumber plywood, nails, clips, spikes, bolts, nuts, washers, wood screws, connectors, anchors, angles, joisthangers, etc., as may be required for the proper execution of the work in accordance with the contract documents. Roof and floor trusses will be engineered for local codes and design conditions. Shop drawings will be furnished by manufacturer and sealed by a licensed engineer. Framing lumber: No. 2 IVIG or KD or better Southern Yellow Pine, or #2 Douglas Fir, or Larch, FB = 1350 p.s.i., moisture content not to exceed 19%. Bridging: For all trusses, joists, and rafters; spaced not to exceed 8'-011, in continuous rows end to end; 718" x 2-112" wood or patented steel type, double herringbone. Blocking: Provide blocking or suitable edge support between framing members to support edges of roof sheathing, flooring, gypsum board, etc. RQA #8529 -5- Plywood: CC or CD Grade Fir or Yellow Pine Plywood, thickness as noted or Indicated on the drawings. Treated Lumber: Required for all rough carpentry items to remain in contact with ground, concrete masonry, or roofing. Treat with Wolmanized Salts, or Pentachlorophenol, applied at lumber yard prior to delivery in accordance with current recommendations of AWPA. Roof Trusses: Monoplanar wood trusses, steel plate connected 2'-0" o.c.; designed in accordance with accepted standards, and to withstand dead, live and wind load requirements of the Southern Standard Building Code. Floor Framing: The plywood web TJI joists are to be factory manufactured with structural grade plywood, Micro-Lam lumber or stress-rated lumber flanges and utilizing waterproof glues. Acceptable: Trus Joist Corporation. Stud Framing: Exterior walls and bearing partition, 2 x 4 spaced 16" o.c., crippled once in height; all other partitions 2 x 4 studs, 24" o.c., or as noted on drawings, double studs at each side of openings. Provide two 2 x 6 headers on edge minimum at all openings. Finish Carpentry: Work solid stock to patterns indicated. Shaped materials shall conform to standard patterns indicated in current grading rules for the species. The maximum moisture content of finish trim lumber shall be 12% at time of delivery to job. Exterior Siding: 112" x 6" Western Red Cedar premium clear, K. D. Bevel Siding. Lay up in courses lapped 1" blind nailed. Cedar Shingles: 18" x 96" round Shakertown fancy cut cedar shinyles. Exterior Trim: Western Red Cedar select grade, for corner boards, fascia, and any other miscellaneous trim required for the proper execution of the work. Exterior Soffits: 318" Western Red Cedar plywood rough sawn, kerfed at 4" o.c., set with grooves perpendicular to exterior wall. SECTION 700 - MOISTURE PROTECTION: Furnish all labor, material, services, equipment required to complete all shingle, roofing, flashing, and caulking required for the proper execution of the work. Shingles: Heavyweight Class A, seal-o-matic shingles, "The Woodlands" as manufactured by John s4Aanv!Ile, with single-ply No. 15 asphalt saturated felts. Submit color samples for approval by Architect. Nails and fasteners: Hot-dipped, zinc-coated, ring shank nails, of sufficient length to properly penetrate and achieve proper anchoring to roof sheathings. Felts: 15 pound unperforated asbestos waterproofing felts, in 36" and 18" widths as manufactured by Johns-Manville., RQA #8529 -6- Hips and Ridges: Pre-fab hips and ridges may be used, or may be job-fabricated. In either case, hips and ridges shall be exact material matching roofing shingles. Exterior Insulation (thermal) : Batt or blanket type of mineral wood or glass fiber, products of Owen-Corning, Johns-Manville, or approved equal. Walls: 3-112" thick, "R" 11. Ceiling: 6" thick, "R" 19. Flashing and Roof Sheet Metal Work: Provide all labor and materials required for flashing and roof sheet metal work indicated on the drawings and specified herein. Materials: To conform with recognized commercial standards for basic materials: Galvanized sheet metal: ASTM A93, Class 1.25 paintlok, zinc-grip or equal where exposed to be painted. Screws and Bolts: Galvanized, plated or non-ferrous metal. Mastic: Asbetile by Johns-Manville. Bituminous Paint: ASTM C1187. Solder: Compound 40% lead and 60% tin for use with galvanized sheet. Soldering Flux: Fed. Spec. 0-F-506, Type 1, form A or B. Install all sheet metal work in accordance with approved SMACNA Standards. Sealants (exterior): Dow Corning Corporation #780 one-part silicone rubber sealant. Color as selected by Architect. Sealants (interior): DAP Butyflex, made by DAP, Incorporated, or approved equal. SECTION 800 - DOORS, WINDOWS, AND GLAZING: Exterior doors: Unselect Birch. Interior flush panel doors: Clear Red Oak. Interior louver doors: White Pine: bi-fold, full louver, complete with all hardware. RQA #8529 -7- Finish Hardware and-fasteners shall be the following: Items Manufacturer Locksets Schlage Butt Hinges Hager Door Stops Ives Thresholds Pemko Weatherstripping Pemko Door Closers Russwin Substitutions shall be made upon the approvalof the Architect. Glass and Glazing: Insulating glass to be two lights of clear float glass, Type I, Class 1, each 1 81thick, with an air space of 114". Mirror glass shall be polished plate, 1/4" thick, silvered and electrolytically copper plated. Clear, sheet glass shall be Type I, Class 1, Quality q4, double strength. Windows: Double-hung primed wood window units, glazed with 7/16" thick insulatiny glass composed of two sheets of SSB glass with 1/4" air space. All frame and sash components shall be constructed of kiln dried selected wood, with water repellant preservative treatment in accordance with NWMA Standard I .S. 4-70, as manufactured by Caradco, #C-3801, or Pella Window Company. SECTION 900 - FINISHES: Gypsum wall board: Furnish and install all gypsum drywall for interior walls and ceilings called for on Finish Schedule and/or shown on drawings for the proper execution of the work. Drywall shall be 1/2" thick gypsum board or Type X, 5/8" thick, where required, specifically manufactured for the purposes. Moisture resistant gypsum board shall be used in baths and shower room, and in any other areas where excessive mositure could be encountered. Installation shall be by experienced, skilled craftsmen and in accordance with the highest standards of workmanship for the trade. Carefully examine architectural details prior to starting work. All exposed edges and changes of materials shall have metal drywall stop; all external corners shall have metal drywall corner bead. Joints shall be taped and filled; all nail holes and imperfections filled; filling shall be sanded smooth and all walls and ceilings left in perfect condition to receive painting or wall covering by others. Specialties• Toilet, bath and power room accessories: hliami Carey Colonial Chrome on Brass accessories. Mounting shall be S screw type wall plate. RQA #8529 -8- 5 Painting: Work includes painting and finishing of interior and exterior exposed items and surfaces throughout the project, except as otherwise indicated. Surfaces not to be painted include: pre-finished materials, items with factory-applied final tinish, concealed ducts, pipes and conduits, non-ferrous metal, stainless steel, concrete wearing surfaces, cast iron frames and covers. The following surfaces shall receive: Exterior metal: If galvanized, one coat metal primer, one coat metal gloss enamel. If primed, two coats metal gloss enamel. t Interior metal: One coat metal primer; one coat semi-gloss enamel. Exterior Wood: One coat exterior undercoater; one coat exterior enamel. Interior Wood: One coat interior undercoater; one coat interior paint, or one coat transparent stain. Gypsum wallboard: Two coats flat latex, or two coats latex semi-gloss enamel. If under vinyl wallcovering, one coat interior undercoater. Color to be selected by Architect. RQA #8529 -9- p y C G P to IF 1 7 bC ' 3 am �• • - Q cZZ ¢ cr µ a ty h � o a 0.0 r TZ o p' m ? ,• r- 1 / \ . ° r \ a + f 9 2 « • y n � . . ^ � 400* \ Q � . \ \ . ` ® \ \ F $ ƒ } . » 1 \ \ \ & y �� i 0 A F S 1 h !r'�'ST_► �'�I i -e r � A t I Q cs tt i e i a 1 a H r ti t vt kp ~O 410 c a � � t a i � 9 } FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZO FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 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 32301-8244. PROJECT NAME �Zj�-F_ PERMITTING OFFICE: AND ADDRESS: CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: PERMIT NO.: OWNER: %%C JURISDICTION NO.: DETACHED GLASS AREA AND TYPE CHECK IF WORST IF MULTIFAMILY, NEW ❑ ADD. CASE CALCULATION: NUMBER OF UNITS: ❑❑ CLEAR TINT,FILM,SOLAR SCREEN CONDITIONED CEILING INSULATION ATTACHED FLOOR AREA UNDER ATTIC SGL.ASSEMBLY SGL FFM--SGL El NEW ADD. e ( j R - �.� R =❑.❑ DBL DBL I��I NET WALL AREA AND INSULATION CBS R= FRAME R= I STEEL STUD R= LOG R= ❑Z❑ ❑.❑ I I I ( 67?_ ! 1 I ❑_❑ E[1 I I❑U ❑ DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM 1N UNCOND. SPACE CENTRAL ❑ NONE ❑ ELECTRIC STRIP HEAT PUMP ELECTRIC ❑ SOLAR R = M.[a]> ❑ ROOM ❑ NATURAL GAS ❑ ROOM/PTHP ❑ NATURAL GAS ❑ HEAT RECOVERY IN COND. ❑ PTAC ❑ OTHER FUELS ❑ NONE ❑ OTHER FUELS ❑ DED.HEAT PUMP SPACE G R SEER/EER = �.� COP/AFUE _ �.� EF = 1 Z SF/EF = ❑•❑ ❑,❑ NUMBER OF BEDROOMS = Ek I INFILTRATON "TPRACTICE UISED S �� A �T g X 100 = S #1 #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.1 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 covered by this calcutation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SQ.FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED, CRACK 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 BE PROVIDED. AN EXTERNAL OR BUILT4N 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. IN SUCH CASES, PIPING HEAT LOSS SHALL PIPES BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE, SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO So PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN CONST R CTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS T BE SEALED, HVAC CONTROLS 904.7 SEPARATE READILY ACCESSIBLE MAN AL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. ICEILING IN UL. 1 904.9 1 MINIMUM R-19. -1- SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 SINGLE DOUBLE AS-BUILT qN BASE = BASE GLASS x SPM OR SPM x SOF = GLASS x SPM SUMMER OR AREA TINT•' (9B) SUM.PTS. LEAK TINT" NTS 38.3 N N 40.7 41.57.7 E 61.5 61.6 5 51.0 Lae 79.7 .Z E 84.9 83.9 68.9 SE 79.1 SE 85.4 84.3 79.1 68.8 66.2 73.2 72.7 W 79.1 SW 85.4 84.3 68 W 79.7 W 84.9 83.9 68.9 NW 57.7 W 61.5 61.6 57.7 51.0 H 6.2 H• 290.2 250.1 267.0 195.3 g � c7 T 05l 761. 71 GOND. TOTAL BASE BASE ADJUSTED AS-BUILT .15x FLOOR + GLASS = ADJ. x GLASS = GLASS GLASS aafA I FACIOR I SqBTOTALA P SUBT TAL 1 %0 ♦ COMPONENT BASE SUMBASE COMPONENT SUM. PT. _ AS-BUILT . AREA x = SUMMER AREA x MOLT. SUMMER DESCRIPTION PT.MOLT. POINTS DESCRIPTION 9C THRU 9G POINT EXTERI R 9 a ADJACENT 7 i2 R $ 3 EXTERIOR 7.7 AD ACENT 2.9 UNDER ATTIC .6 ig OR SINGLE .6 ASSEMBLY 1 1 .6 LAB 1 -37.0 RAISED - 3.99 J LL FOR SLAB-ON-GRADE USE PERIMETER LENGTH ALONG CONDITIONED FLOOR IN PLACE OF AREA. ♦ ♦ INFILTRATION ZPAZZ 8.0 USE FL R AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE SUMMER POINT TOTAL COMPONENT AS-BUILT SUMMER POINTS 35 T TOTAL BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING BASE CSM x BASE = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM I SUM. PTS. I POINTS SUM.PTS. 9H 9K 9L POINTS .46 3S411r.1 1 )(0:25a.3 31333.3 r. �z 1 . 3%, l \3335,5 NUMBER BASE BASE AS-BUILT NUMBER I AS-BUILT I AS-BUILT AS-BUILT HOT OF x = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER WATER BEDROOM HWMI POINTS YSTEEM,DDEESC. BEDROOM 9M 9N POINT SYSTEM 3803 t�rJ� 1. -1,�[Z 3 3to7� 1 U' 4 • 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 G SYSTEM MULTIPLIER Heat Pump OP 2.5-2. 9 1 2.7.2.89 142.9-3. 9 3.1 -3.29 3.3-3.49 3.5-3.69 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) a PTHP&Room Units HSM HSM for COP 22-2.49 = .63. See above for COP 2.49. Minimums:Central Units 2.5 COP. PTHP&Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Multizone HCM .90 Natural Gas AFUE .60-.64 .65-.69 .70-.74 .75- .79 .80 .84 .85-.89 .90-U HCM .54 .50 .46 .43 .40 .38 .36 Other Fuels HCM .84 .77 .72 .67 .63 .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 TYPEOL NSYSTEM MULTIPLIERS SEER 7.8- 8.0- 8.5- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0. Central Units 7.9 8.4 8.9 9.4 9. 10.4 10.9 11.4 11.9 &U CSM .44 .43 .40 38 .36 .34 32 .31 .30 .28 PTAC&Room Unit CSM CSM for EER 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 Ceilina Fans CCM .86 Multizone CCM .90 Cross Ventilation or Whole House Fan(Credit for only one CCM .9 Where more than one credit is claimed,multiply CCM's together. Enter product on a e 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80-.81 .82-.83 .84-.85 :86-.87 .88- .90 .91 -.93 1 -.94-.96 .97&UP Resistance HWM 4183 4081 3984 3891 3803 X 3676,Z 3560 3450 Natural Gas EF .48-.49 .50-51 .52-.53 .54-55.55 .5 -.57 .60-61.61 .62&U 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 CREDIT MULTIPLIERS Solar Water Heater SF 1 2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM .9 .8 7 .4 .3 .2 .1 0 Heat Recovery Unit With Air-conditioner Heat Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.4 .5-2.99 3.0-3.49 3.5&U HWCM .44 .35 .29 .25 A HWM must be used in conjunction with all HWCM.See Table 9M. SF means Solar Fraction. EF means Energy Factor. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE#2 C MPLY WITH PRACTICE#1 AND THE FOLLOWING: Exterior Walls and Floor To late onetrations sealed. Infiltration barrier installed. We late/floor'oint caulked or sealed. Exterior Walls&Ceilings Penetrati ns 'oints and cracks on interior surface caulked sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fire laces E ui ed with-outside combustion air,doors,and flue dampers. Exhaust Fans E uied with dam ers.Combustion devices see 903.2 Combustion Appliances Provided with outside combustion air. PRACTICE#3 COMPLY WITH PRACTICES#1 AND#2 AND THE FOLLOWING: eilin s Infiltration barrier installed. Interior Walls To lat en trations racks on interior Walls caulked sealed or aasketed. Recessed Lights -Sealed from conditioned s ace&insulated from v ntilated attic s aces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903. 6- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 BASE SINGLE DOUBLE I AS-BUILT GLASS x BASE GLASS x OR x WOF OR AREA WPM ° WINTER OR AREA WPM WPM (98) = GLASS POINT CLEAR TINT" CLE TINT" WIN.PTS. N S 7.3 i N ILA 13.8 13.6 8.1 NE 4.6 NE 10.7 10.5 4.6 6.0 E - .2 E 14 - 3.8 - 3.6 9. - 5.7 $ E -22.7 SE -18.1 -17.5 -2 -17.3 S 14 -28.4 " S V4 1 -24.0 -23.0 -22.3 O SW -22.7 RNW -18.1 -17.5 -22.7 -17.3 W - 9.2 - 3.8 - 3.6 - 5.7 NW 4.6 10.7 10.5 4.6 6.0 H' -28.4 -67.6 -59.1 -57.7 -45.0 H Q J L7 i L 2S4 I ♦ COND. TOTAL BASE BASE ADJUSTED AS-BUILT .15 ,1 FLOOR + GLASS = ADJ. x GLASS GLASS GLASS AREA IAREA I FACTOR I §UBTOTAL i BASE WP SUBTOTAL .15 1-111019111(a BASE WIN.PT. AS-BUILT COMPONENT AREA x BASE WIN. = WINTER COMPONENT AREA x MOLT. = WINTER DESCRIPTION PT. MOLT. 11 POINT DESCRIPTION 9C THRU 9G POINTS EXTERIOR 2.2 014 110"aO4 a ADJACENT Z15 3.6 945t> - 17 c1ft 3 EXTERIOR 15.4443 1 1544 1 Lot*?-, 8 ADJACENT 1 19 1 13.3 I 0 1 1 UNDER ATTIC 1.2 to 1 1 1.2- 0 OR SINGLE 1.2 ASSEMBLY 1.2 SLAB 8.9 Z c RAISED .96 J Y. FOR SLAB ON GRADE USE PERIMETER LENGTH ALONG CONDITIONED FLOOR IN PLACE OF AREA. INFILTRATI N 7.4 7- USE FLOOR AREA OF CONDITIONED SPACE. TOTAL P T BASE WINTER POINTS TOTAL MP NENT A -13ILT WINTER POINT v TOTAL BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING BASE HSM x BASE = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM I WIN.PTS. PINTS WIN. PTS. 9H 91 9J POINT .59 2u.-fo 3l ,qu, l ►y I51 Z- BASE BASE BASE TOTAL AS-BUILT AS-BUILT I AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT C POINTS POINTS POINTS POINTS POINTS POINTS (POINTS POINTS o From P.2 From P.2 Enter on P.1 From P.2From P.2 Enter on P.1 r 1(0-M3 12.'T'�S•5 V%'4 of 11404W91 13335-5 A ml-z.. \10-f.t+ -3$IS.-to ' 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 9B SYJMMER OVERHANG FACTORS(SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 ORIEN- OVERHANG RATIO TATION 0.0 0.18- 0.27- 0.36- 0.47- 0.58• 0.71- 0.84 1.19 1.73- 2.74- 5.67- 0.17 0.26 0.35 0.46 0.57 0.70 0.83 1.18 1.72 2.73 5.66 U N .91 .87 .8 .76 .72 .69 .63 .56 .50 .45 NE/NW 1.0 .91 .80 .75 .71 .67 .63 .55 .48 .42 .37 E/W jern9 .80 .73 .6 .57 .47 .39 .31 .25 SE/SW 1.0 .90 .82, .74 .66 .60 .54 .47 .39 .32 .27 .23 S .86 .77 .60-, .60 .54 .51 .45 .39 35 .31 .2 OVERHANG RATIO = L/H I�L H L H F1 H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSUL. EXT.1 SUL. R-VALUE WOOD FR WOOD NORM WT. LT WT NORM LT WT 0- 6.9 2.4 6 INCH R-VALUE 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 2.1 8 3- 4.9 1.3 .8 1.0 .8 .7 19-25.9 .2 3.6.9 1.0 11 -12.9 1. 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 .t 1 1 r < L 7-9.9 .4 3.6.9 .7 R-VALUE EXT AD ? <r: z, 1 &up .2 1 7 0 6.9 7.6 2.8 7-10.9 3.5 1.3 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 11 •12.9 2.7 1.0 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13 18.9 2.5 0.9 R-VALUE SPM R-VALUE SPM F CEILING TYPE 19-25.9 2.2 0.8 19.21.9 1.1 5- 6.9 5.8 R-VALUE DROPPED EXPOSED 2 1.2 0.4 22-25.9 .9 7- 8.9 3.9 10.13.9 3.2 3.5 26-29.9 .8 9-10.9 3.1 14-20.9 2.2 2.4 30.37.9 11 -12.9 2.6 21 &U 1.5 1.6 0"@ 13-18.9 2.4 19-2 .9 1.8 9D DOOR SUMMER POINT MULTIPLIERS(SPM) 26&U T MULTIPLIER FOR ATTIC RADIANT BARRIER = .55 DOOR TYPE EXT ADJ 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) WOOD 7.� SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE (See 903.2(e)) INSULATED 8.5 3.1 R-VALE R-VALUE SPM R-VALUE SPM 0-2.9 -41.2 0.2.9 - .8 0- 6.9 -1.0 3-4.9 - 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 - .9 9G INFILTRATION SUMMER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE SPM R-VALUE With Return W/O Return (See Table 9P) Air Duct Air Duct 4.2-4.9 1.14 1.10 PRACTICE#1 10.2 5.0-6.6 --Z-17S 1.08 PRACTICE #2 8.0 6.7&U 1.09 1.06 PRACTICE #3 5.2 DUCTS IN CONDITIONED SPACE 1.001 1.00 -3- WINTER POINT MULTIPLIERS 9B WINTER OVERHANG FACTORS(WOF) • CLIMATE ZONES t 2 3 ORIEN• OVERHANG RATIO ' TATION 0.0 0-18- 0.27- 0.36 0.47- 1 0.58 0.71- 1 0.84- 1 1.19- 1.73- 2.74- 5.67- 0.17 0.2 0.35 0.57 0.7 0.83 1.18 1.72 2.73 5.66 U SINGLE PANE GLASS N 1.0 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 1.57 NE/NW 1.0 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 1.93 EM 1. .50 .16 - .20 - .60 - .9 -1.32 -1.73 -2.51 -3.31 -4.05 4.64 SE/SW 1.0 .88 .77 .66 .52 .39 .25 .10 - .21 - .48 - .74 - .96 1.0 .92 .84 .74 0 .4 .29 .13 - .24 - .54 - .67 - .73 DOUBLE PANE GLASS N to 1. 1 1.19 1.25 1.37 1.42 1.48 1.58 1.69 1.79 1. 8 NE/NW 1.35 1.46 1.58 8 1.78 1.87 2.09 2.28 2.46 2.61 EIW 6 .46 .2 .1 - .05 - .24 - .59 - .96 -1.29 -1.56 SE/SW 1.0 .82 .72 .61 .40 .28 .03 - .19 - .40 - .57 S .94 .87 .78 .67 .55 .41 .27 - .04 - .29 - .40 - .45 OVERHANG RATIO = L/H T IT � L H L 9C WALL WINTER POINT MULTIPLIERS(WPM) CONCRETE BLOCK FACE BRICK FRAME LOG INTERIOR IN L. EXT. I SUL. R-VALUE WOOD FR WOOD NORA I WT. LT WT NORM LT WT 0- 6.9 12.6 6 INCH R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT 0- 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 -18.9 3.5 0.2.9 4.5 7-10.9 4.4 4.4 3- 4.9 7.3 5.1 6.1 5.6 4.9 19-25.9 2.2 3-6.9 2.8 11 -12.9 5- 6.9 5.7 4.2 4.8 4.3 3.9 26&U 1.4 7&U 2.1 13-18.9 3.4 3.3 7- 10.9 4.6 3.5 4.0 3.3 3.1 R-VALUE BLOCK 8 INCH 19-25.9 2.2 2.2 11 -18.9 3.0 2.6 2.8 2.2 2.2 0-2.9 7.9 R-VALUE EXT 26&Up 1.5 1.5 19-25.9 1.9 1.7 1.8 %' 3-6.9 5.7 0-2.9 3.0 STEEL 26&U 1.3 1.2 1.3 7-9.9 3.8 3-6.9 2.2 R•VALUE EXT ADJ k"s=-' il`"">' ` 10&U 3.0 7&U 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. 5.2 4.9 R-VALUE WPM R-VALUE WPM CEILING TYPE 19-25.9 4.6 4.4 19-21.9 2.0 5- 6.9 6.5 R-VALUE DROPPED EXPOSED 26&Uo 2.7 2.6 22-25.9 1.7 7- 8.9 4.3 10- 13.9 2.9 3.3 26-29.9 1.4 9-10.9 3.4 14-20.9 2.0 2.1 30-37.9 11 -12.9 2.9 21 &UD 1.3 1.3 38&U .9 13-18.9 2.6 r 19-25.9 2.0 26&U 1.3 9D DOOR WINTER POINT MULTIPLIERS(WPM) CREDIT MULTIPLIER FOR ATTIC RADIANT BARRIER 65 DOOR TYPE EXT ADJ 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE See 903.2(e)) INSULATED 16.8 14.5 R-VALUE WPM R-VALUE WPM R-VALUE WPM 0.2.9 .8 0-2.9 9.9 0- 6.9 8.3 3-4.9 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&U 1.4:::j 9G INFILTRATION WINTER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return (See Table 9P) WPM Air Duct Air Duct 4.2-4.9 1.14 1.10 PRACTICE #1 10.9 5.0-6.6 12 1.08 PRACTICE#2 7.4 6.7&Up 1.09 1.06 PRACTICE #3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 gZ 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 32301-8244. PROJECT NAME PERMITTING OFFICE: AND ADDRESS: semimocc. Sck Upo er C.,sr CIRCLE CLIMATE ZONE: 1 2 BUILDER: PERMIT NO.: OWNER: 1�G JURISDICTION NO.: CI I I I DETACHED CHECK IF WORSTIF MULTIFAMILY, GLASS AREA AND TYPE NEW F—] ADD. CASE CALCULATION- NUMBER OF UNITS: CLEAR TINT,FILM,SOLAR SCREEN CONDITIONED CEILING INSULATION ATTACHED FLOOR AREA UNDER ATTIC SGL.ASSEMBLY SGL SGL ❑ NEW ❑ ADD. R = X .A R = []].� 11W6DBL FTMDBLIq�l NET WALL AREA AND INSULATION CBS R= FRAME R= STEEL STUD R= LOG R= I I I I I [1].0 1-:71� E I I I I I I [I] I I I I I I-t- o-- DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM UNCO IN SPACE . 11p( CENTRAL El NONE El ELECTRIC STRIP HEAT PUMP ELECTRIC ❑ SOLAR SPACE l� R = m.� ❑ ROOM ❑ NATURAL GAS ❑ ROOM/PTHP ❑ NATURAL GAS ❑ HEAT RECOVERY IN COND. ❑ PTAC ❑ OTHER FUELS ❑ NONE ❑ OTHER FUELS ❑ DED.HEAT PUMP SPACE R SEER/EER = ®.� COP/AFUE _ ®.� EF = .� SF/EF = ❑.m E1.11 FNUMBER OF BEDROOMSINFILTRATION = PRACTICE USED q I a 9 1 Ce 17. 1Z- I T 4l d -3,17.11 1 X 100 = ❑ #1 X#2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.1 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 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,this Florida Energy Code. building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER 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 DOORS WOOD PANEL INSULATED OR 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 GAS MUST BE 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 I 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. IN SUCH CASES, PIPING HEAT LOSS SHALL PIPES BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO 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 CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE SEA HVAC ONTROLS 904.7 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. ICEILING IN UL 1 904.9 1 MINIMUM R-19. -1. SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 BASE SINGLE DOUBLE AS-BUILT GLASS BASE GLASS x OR x SOF OR AREA x SPM = SUMMER OR AREA PM SPM (9g1 = GLASS POINT CLEAR TINT" CLEAR TINT" SUM.PTS.' N 38.3 ,Z N 40.7 41.5 8. 34.9 Z NE 57.7 NE 61.5 61.6 7 51.0 E 116 79.7 STT E 30 84.9 83.9 68.9 E 79.1 SE 85.4 84.3 79.1 68.8 66.2 17 S 73.2 72.7 66.2 58.2 W 79.1 SW 85.4 84.3 79.1 68.8 W 79.7 11AS67 W I W7 F 84.9 83.9 79.7 68.9 LACK NW 57.7 NW 61.5 61.6 3717 51.0 H' 66.2 H' 290.2 250.1 267.0 195.3 12 1 7 4}, 1 'i ,1 1 . GOND. TOTAL BASE BASE ADJUSTED AS•BUILT .15x FLOOR + GLASS = ADJ. x GLASS = GLASS GLASS AREA 6REA I FACTOR I SUBIPTALBASE SP SUBTOTAL .15 2O $ :ZWS97.Cr I Z24319,2 22 ZZ. COMPONENT AREA x BASE SUM. = BASE SUMMER COMPONENT SUM. PT. AS-BUILT AREA x MULT. = SUMMER DESCRIPTION PT.MULT. POINTS DESCRIPTION 9C THRU 9G POINTS J EXTERIOR :;t 17 Ct .9 I . Z ADJACENT .7 3 � 1 EXTERIOR 2. 7.7 te 7- 8 ADA ENT 1 2. 0 UNDER ATTIC .6 Z Z Z 0 OR SINGLE .6 A SEMBLY .6 LAB -37.0 C RAISED - 3.99 J LL FOR SLAB-ON-GRADE USE PERIMETER LENGTH ALONG CONDITIONED FLOOR IN PLACE OF AREA. v INFILTRATION T 1 8.0 USE FLOOR AREA OF CONDITIONED SPACE. 1 TTL COMPONENT BASE SUMMER POINTS TOTAL COMPONENT AS-13UILT SUMMER POINTS TOTAL BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING BASE CSM x BASE = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM SUM. PTS. -POINTS SUM.PT 9H 9K 9L POINTS .46 3to� Ito(08 3 t 7 374703 NUMBER BASE AS-BUILT NUMBER AS-BUILT AS-BUILT AS-BUILT BASE HOT OF x = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER WATER BEDROOMS HWM POINTS YSTEM DE C. BEDROOMS 9M 9N PINTS SYSTEM 13 3803 �140 p-1 ' 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- WINTER POINT MULTIPLIERS 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 1 2 3 ORIEN• OVERHANG RATIO TATION 0.0 - 0.18- 1 0.27 0.36- 1 0.47- 1 0.58- 0.71- 1 0.84- 1 1.19- 1.73 2.74• 5.67- 0.17 0.26 0.35 0.46 0.57 0.70 0.8 1.18 1.72 2.73 5.66 U SINGLE PANE LA S N 1.0 1.08 1.12 1.16 1.20 1.24 1,27 1.31 1.38 1.45 1.51 1.57 NE/NW 1.0 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 1.93 E/W 1.0 .50 .16 - .2 - .60 - .9 -1.3 -1.73 SE/SW 1.0 .88 .77 .66 .52 39 25 S 1:0 .92 84 74 60 .46 29 13 - .24 DOUXPANESN 1.0 113 1.25 1 11.42 1.4 158 1.69NE/NW 1.0 1.23 1.35 1.46 1.581.78 1.87 2.09 2.28 2.46 2.61 E/W .77 .62 .46 .28 .05 - .24 59 - .96 -1:29 -1.56 SEISW 1.0 .90 82 72 .61 .40 .28 - .19 - .40 - .57 S 1.0 .94 87 .78 .67 .41 .27 - .04 - .29 - .40 - :45 OVERHANG RATIO = L/H H T_�L H L Fli " 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAME CONCRETE BLOCK FACE BRICK INTERIOR INSUL. EXT. I SUL. R-VALUE WOOD FR LOG WOOD NOR WT. LT WT NORM LT WT 0- 6.9 12.6 6 INCH R-VALUE EXT ADJ R-VA UE EXT ADJ EXT EXT EXT 7-10.9 4.2 �R-VALUE EXT 0. 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 - 18.9 3.5 0-2.9 4.5 7- 10.9 4.4 4.4 3- 4.9 7. 5.1 6.1 5.6 4.9 19-25.9 2.2 3-6.9 11 -12.9 2.8 3.6 5- .9 5.7 4.2 4.8 4.3 3.9 26&Uv 1.4 7&Up 2.1 13-18.9 3.4 3.3 7-10.9 4.6 3. 4.0 3.3 3.1 R-VALUE BLOCK 8 INCH 19-25.9 2.2 2.2 11 -18.9 3.0 2.6 2.8 2.2 2.2 0-2.9 7.9 R-VALUE EXT 26&U 1.5 1.5 19-25.9 1.9 17 18 STEEL 3-6.9 5.7 0-2.9 3.0 26&U 1.3 . .12 13 7-9.9 3.8 3-6.9 2.2 R-VALUE EXTRAADJ y- xEMIR :°_ 10&U 3.0 7&U 0- 6.9 15.1 1.7 7-10.9 7.3 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 -12.9 5.7UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13-18.9 5.2 R-VALUE WPMR-VALUE WPM19-25.9 4.6 CEILING TYPE 26& 2 7 19-21.9 2.0 5- 6.9 6.5 _R-VALUE DROPPED EXPOSED 22-25.9 1.7 7- 8.9 4.3 10-13.9 2.9 3.3 26-29.9 1 9-10.9 3.4 14-20.9 2.0 2.1 30-37.9 1.2 11 - 12.9 2.9 21 &U 1.3 1.3 38„&U 13-18.9 2.6 19-25.9 2.0 9D DOOR WINTER POINT MULTIPLIERS(WPM) CREDIT MULTIPLIER FOR ATTIC RADIANT BARRIER = .65 DOOR TYPE EXT ADJ 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD 15.4 13.3 SLAB-ON-GRADE RAISED EDGE INSULATION RAISED WOOD INSULATED 16.8 14.5 CONCRETE See 903.2 e R0-2.9 WPM R-VALUE WPM R-VALUE WPM 0-2.9 0-2.9 9.9 0- 6.9 8.3 3.4.9 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& up 2.9 19&UD 1.4 9G INFILTRATION WINTER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE (See Table 9P) WPM R-VALUE With Return W/0 Return Air Duct Air Duct PRACTICE u 1 4.2-4.9 1.14 1.10 10.9 5.0-6.6 PRACTICE#2 1 1.08 PRACTICE#3 1. 1.06 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5- SUMMER POINT MULTIPLIERS a ,98 SUMMER OVERHANG FACTORS(SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 ORIEN- OVERHANG RATIO TATION 0.0 0.18- 0.27• 0.36- 0.47- 0.58- 0.71- 0.84- 1.19- 1.73- 2.74- 5.67- 0.17 0.26 0 0.46 0.57 0.70 0.83 1.18 1.72 2.73 5.66 U N 1.0 .91 .83 .79 .72 .69 .63 .56 .50 .45 NE/NW 1.0 1 .86 .80 .75 .7 .67 .63 .55 .48 .42 .37 E/W 1. .92 0 .7 .63 .57 .39 1 .25 SE/SW 1.0 .90 .74 .66 .60 -.54 .47 2 .27 .2 1.0 .86 .77 .68 .60 .54 .51 .4 .3 .35 .31 .28 OVERHANG RATIO = L/H TH L H a� H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSUL. EXT. I SUL. R-VALUE WOOD FR WOOD NORA I WT. LT WT NORM LT WT 0- 6.9 2.4 6 INCH R-VALUE 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 2.1 .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 .7 5- 6.9 1.0 .7 .8 .5 .4 26&UD .1 7&U .8 13-18.9 .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 .23-69 .6 0.2.9 1.0 STEEL 26&U .1 .1 .1r,. -.r.* x %° `. 7.9.9 .4 3-6.9 .7 -VA E EXT ADJ . :. &`: 10&Up .2 7 0- 6.9 7.6 2.8 7-10.9 3.5 1.3 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 11 -12.9 2.7 1.0 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13-18.9, 2.5 0.9 R-VALUE SPM R-VALUE SPM CEILING TYPE 19.25.9 2.2 0.8 19-21.9 1.1 5- 6.9 5.8 R-VALUE DROPPED EXPOSED 26 1.2 0.4 22-25.9 .9 7- 8.9 3.9 10-13.9 3.2 3.5 26-29.9 .8 9-10.9 3.1 14-20.9 2.2 2.4 30-37.9 11 -12.9 2.6 21 &U 1. 1.6 38&UD 13-18.9 2.4 19-25.9 1.8 90 DOOR SUMMER POINT MULTIPLIERS(SPM) 26&U 1.2 CREDIT M .TIPLIER FOR ATTIC RADIANT BARRIER = .55 DOOR TYPE EXT ADJ 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) WOOD .7 2.9 SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE (See 903.2(e)) INSULATED 8.5 3.1 R-VALUE SPM R-VALUE SPM R-VALUE SPM 0-2.9 orr2l.1p 0-2.9 - .8 0- 6.9 -1.0 3.4.9 -37.2 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 - .9 9G INFILTRATION SUMMER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return (See Table 9P) SPM Air Duct Air Duct 4.2-4.9 11A 1.10 PRACTICE#1 10.2 5.0-6.6 1.08 PRACTICE#2 6.7&Up 1.09 1.06 PRACTICE#3 5. DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 BASE SINGLE DOUBLE I AS-BUILT GLASS x BASE GLASS x OR x WOF OR AREA WPM = WINTER OR AREA WPM WPM l98) = GLASS POINTS CLEAR TINT" CLEAR TINT" WIN. PTS. N 7.3 N 3S 13.8 13.6 ga> 8.1 NE 4.6 NE 10.7 10.5 4.6 6.0 E - 9.2 E - 3.8 - 3.6 - 9. - 5.7 SE -22.7 SE -18.1 -17.5 -22.7 -17.3 -28.4 S 36 -24.0 -23.0 - 4 -22.3 SW -22.7 SW 18.1 -17.5 -22.7 -17.3 W - 9.2 W - 3.8 - 3.6 - 5.7 NW 4.6 NW 10.7 10.5 4.6 6.0 U) H' -28.4 H' -67.6 -59.1 -57.7 -45.0 '7-S 1,747 44t, -M's 5 AnIL (as GOND. TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR + GLASS = ADJ. x GLASS = GLASS GLASS AREA I AREA FACTOR I SUBTOTAL i BASE WP i§UBTOTAL .15 I 2a T I S1-35-M.7- 2,75 1 BASE WIN. PT. AS-BUILT COMPONENT. BASE WIN. COMPONENT DESCRIPTION AREA x PT.MULT. - WINTER DESCRIPTION AREA x MOLT. = WINTER POINTS 9C THRU 9G POINTS EXTERIOR -2 -?Cl 2.2 O $ a ADJACENT 3.6 3 � 1 EXTERIOR 15.4 o ADJACENT 13.3 0 � 1 UNDER ATTIC 12 OR SINGLE 1.2 ASSEMBLY 1.2 ¢ SLAB 8.9 C RAISED .96 :1 71LL FOR SLAB ON GRADE USE PERIMETER LENGTHA NG CONDITIONED FLO R IN PLACE OF AREA. v 1 INFILTRATION 7.4 570= 7. 3 E FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE WINTER POINTS r TTL COMPONENTAS-BUILT WINTER POINT .t? v TOTAL BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING BASE HSM x BASE = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM I WIN. PTS. POINTS WIN.PTS.--r, TS. 9H 91 9J POINT p .59 ` BASE BASE BASE TOTAL AS-BUILT AS-BUILT AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER s AS-BUILT POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS o From P.2 From P.2 Enter on P.1 From P.21 From P.2 Enter on P.1 1(0483. 12-944-141 1144 01114 16:37. 11 j 1103 4-1 Li 0 ct(,-714 ' 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. y -4 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE G SYSTEM MULTIPLIERS Heat Pump COP 2.5-2.69 2.7-2.89 .9-3.09 3.1 -3.29 3.3-3.49 3.5-3.69 3.7-U HSM .56 .52 .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 22-2.49 = .63. See above for COP 2.49. Minimums:Central Units 2.5 COP. PTHP&Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Multizone HCM •90 Natural Gas AFUE .60-64.64 .65-.69 .70-74.74 .75 .79 .80•.84 .85-.89 .90-U HCM .54 .50 .46 .43 .40 .38 .36 Other Fuels HCM .84 .77 .72 .67 .63 .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 L N SYSTEM MULTI LIER SEER 7'8- 8.0 8.5- 9.0- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0- Central Units 7.9 .4 8.9 .4 9.9 10.4 10.9 11.4 11.9 &U CSM .44 .43 .40 h .3 .36 1 .34 .32 1 .31 .30 1 .28 PTAC&Room Unit CSM CSM for EER 7.7 = .46. For EER's>7.7 use multipliers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC-ubder 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 CCM .86 Multizone CCM •90 Cross Ventilation or Whole House Fan(Credit for only one CCM •95 Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER VIULTIPLIERS Electric EF .80-81.81 .82-.83 .84-85.85 .86•.87 ;56 8- .90F2891 .94- .96 .97&UP Resistance HWM 4183 4081 3984 3891 38033560 3450 Natural Gas EF .48-.49 .50-51.51 .52-.53 .54-55.55 - .57 .60-61.61 .62&U HWM 2259 2169 2085 2008 1936 1807 1749 Other Fuels HWM 3494 3354 3225 3105 2995 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 CREAT MULTIPLIERS Solar Water Heater SF .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM 9 8 .7 .6 .5 .4 .3 .2 .1 .0 With Air-conditioner Heat Pum Heat Recovery Unit HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 3.5&U HWCM .44 5 •29 •2 A HWM must be used in conjunction with all HWCM.See Table 9M. SF means Solar Fraction. EF means Energy Factor. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE#1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE A. PRACTICE #2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls and Floors To late Renetrations sealed. Infiltration barrier installed. Sole I to/floor'oint caulked or sealed. Exterior Walls&Ceilings Penetrations 'oints and cracks on interior surface c ulked sealed or aasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces Eguigped with outside combustion air,doors and flue dampers. Exhaust Fans Eguipped with dampers.Combustion devices see 903.2 . Combustion Appliances Provided with outside combustion air. PRACTICE#3 COMPLY WITH PRA TICE #1 AND#2 AND THE FOLLOWING: Bilin s Infiltration barrier installed. Interior Walls Top plate penetrations sealed or'oints&cracks on interior walls caulkedsealed or gasketed. Recessed Li hts Sealed from conditioned s ace&insulated from ventilated attics aces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space, exhaust by-products to outside.Stoves see 903. -6-