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65 19th St (Vault) MAP SnOWING BOUNDARY SURVt Y OF LEGAL DESCAYP71OIN AS PROWDED. THE EASTERLY TEN FEET OF LOT 3, AND THE WESTERLY FORTY FEET OF LOT 4; AS SHOWN ON THE REPLAT OF TRACT 'A, NORI74 ARAN 77C BEACH, UNIT NUMBER 3 AS RECORDED IN PLAT BOOK ^`yf 7ePAGE,.93 OF ,THE CURREy1fT PUBUC;RECORDSOF.DUVAL C00 TY, 't1'ORIDA. ;z St3mize016 Dunew OJL Val. 6m. PW 7m �a©' 40 0' I 6 s �AI�1719N +sr $ I rxyn..e R" 31 sao 5 -.3• 'TT W �, Cwwnw�R a 'fOQTf•►a 337; • y �,p� p.1�y, at S m w _ xci+IVED S�JIIXt�I�d RQIA x19T s R E E JU 2. "- 1999 (A 40•-P.bHo Rmd City of Atlantic Beach Building and Zoning OCC M 1//e fO1JIpAiIaN(M[f3i�J AJEL FB M7,PG / tr w % Limo=W00 AM aIat. nas RLVJM Wsanl• LEGEND AISE Am J7 s nlr •�ssnar`�a/wsrr`w�/>< p ��s:rrsrrrr s1C.tt i1M/h IYMY/ R MR�i1�4 r AYlt�l r i�ridb lrrs A,M�a MaMrr w.r ��r JW Nb s 4 awaspbdffiy w&Me~j Awo A. a.stY lw Amw 2"^60 AM � � i�FAL ra sit3J! Ay 'Me b,W•../s �Yr rwxr/mayrr..r • ns....__:_ AbdiJlr z—x-- i~ N'T� - i YYr iW meW qM�M M a.r M db~sWwI.W 'r ��/'.�►.� flb "'—W A. r 3r .as`rrnnrw�w/rr�..whr RICHARD A. i 1 1 ,' $SOCEAlES �r..r..e A. rr...rap.e MW n//rsMsair■wrrrrnr Baro w sar spear w.wr.�w srrftwo rr.mu.r AW s r r 6 V RR r zoom nvaa azoz M toe YVA 61:LO HILL eeizziso MAP S140WING BOLNOARY SLRVEY OF LEGAL DESCRIPTION AS PROVIDED: THE EASTERLY TEN FEET OF LOT 3, AND THE WESTERLY FORTY FEET OF LOT 4, AS SHOWN ON T14E REPLAT OF TRACT 'A0, NORTH ATLANTIC BEACH, LIVIT NLMBER 3 AS RECORDED IN PLAT BOOK 15, PAGE 93 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUVTY, FLORIDA. N Seminole Dunes O.R. Vol. 5793, page 776 LOAsm* 0111 50.00'titi` �,• ' 6.OAK0' • W (' ,� 6. r�� 6•0K 04 F•nr•,•n Ant�p W 6 /\ / 5'OAK • J•QAK to O � O O 6'OAK 4'OAK Z I I 4.OAK TYV1N P OAK • rW/N IV OA< I ,s.OAK L•_J T AK IM VVJ.J7 6\ Q 4� 5'OAK !•MK Q • 6J 5• . O lee\ II 3•0A< 3 RO SRD QaAj \ \ 5 4• .o W qAK a0 O I C�s oAk co, N - \50AK % p ➢\` • 1N 5 OAK \ \ '\ O T OAK \9 \Q• �� ==� _�I (,{"J T OAK //.0�– r�"\ 12'0 A. Wolarlin s oa p O.R. Val. 5372,page 829 ,p\ 70.00' to P.R.M. a t 0 5 894552* 13� SEMJNOLE ROAD ®s E.P. q19el E•�I SETT y660D @NA/L NAN.YV PA VENENT SEgTy6gL�b NAIL SPT, ss? PT ELEV...!1.-.901 SPT. •52 PT. 19TH STREET A 40' Public Road R/W ) /,z.aoJ r nr.ssJ n3.42/E SOURCE BENCHMARK- Found R.R. Spike InEast /ace o/ Wooden Power Pole a/Beach Avcave, /00'Norlh of/91h Slreel. RECHECKED, SEPT. 21, 1998 (TREE SUR VE"98-2638-2 F9. 812.-64 E/e v. .. 22.64 UNLEPLATSS IT BMAPE THE SIINFGNATURE ANATIONALD THE ORIGINAL RAISED SEM OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAV[NG,SKETCH, AS0TNOTES 1. Brarfts are based on the Crater/ar P,C.A'r LEGEND DATE Aug. 17 1998 2. to"As a AHP TO SWV AA9E#a14RY SURVEY. .R E/evnttx/s shown thus (1501 refer to US Co6Sta/and 6eoabtAc Srrvey aat/AS AbtrvwlA[AOTL'S 07MW7EA10V/ENT SCALE 1=201 Cvw,*tc Vertical Pat&^ of JAPE (K6V,11 of 13429.1 "`x A(AV ,srrhar JOY NO. 98-268 3 4. By Graphb plottag an/y, the property shorn hrrra /Ars aft, toner 'r'(OLtsAbb SLa J 0 yAAewlmr A R�AS�^ F.B. -,?6 8 as shorn an the /-rubra/Ener'9PAxy,* ,,—I Ag--y er.C..ALA4 A/at&m/Flood/nsArancr Rw5 F//e�NATLBCN.Dw Prapr•n !loud lnsu^axP Rate Map CFJRXJ ConmrVty-Pone/Mrber 1cg775 C00J D /YAC fLrAYP p Map RevtsAPd o6tr . 4�17/9s ,1. AfAV=aems CAff Comp, FAIe NATLBCN.Dwo 5 /!bless otherrtrr noted any par tAon of the parch that noy br ahrrned as Ve floods by State or Goverivrrnto!ApencA�s, hos not bee'= d and any 00"alty rrsAdov A MILLER d ASSOEt/ EES therefrow As not the resp0asW1t of VAP &&W4rr 6 There ~J11br R4rstrActAans x Easenents of Record PVA*wCed by title Pxanaatbn that PRM'ESS/LWAL LAND SUPVEYan have not bern show,hrrean 670! BEACIy At VA SUITE r2Q7 Fax (904) 721-5759 AB®PEvIATimc rA"r NAY BE CUED 1N TN/S SURVEY -ACKSLW LLE EL WA4 ,32(.-2/.-/6 Tr/e. e994) 721-1226 VA ! N P.CPPennanen t Can trol Pah t LII Licensed Busl,rsr 7N73 IS)DTgy)TMT A/►KT A A TALE ApfK�NTATIDV ar AN AC77IIL PAN PerAwnrnt Reference Aiwxr•ent R1.S Alf ff*rred Ill Serveyor FQ2/37/rYCY A11Y Wm►NY t(Ps7PVlSmY W N ALYDrb�VY V17N PC PaC Pant of CB� ti r .LEAP cksan /e /eci l Author/tY Afal�yA lTANOhfL�Ai OPMM,W AV MM IY 7VI RQ/8� P.119 Pant of EGW qA, e� AWPJ O" tww JtAPYt70rl',W MVMti7rS N OAYI[R offt PC Pant of CLrvetrrP A/C Ai^ Cana/t"Wr rrowryy mpbM00-44 fAaa/a AAWNffTMTIW MW PJA=Iwy W P.T. Pant of "aA{gency CA.T,V cab/.- 7r/rvtntrr fYr»av i7tary IZOPLEM STATUES PAJc Print of Reverse Carvat1'- 07t Ovvrhrad Lees PJ. tof/ntersectiaA (1rj" FWd MrasAred R/vat. f 'VRerny ds Vol— R- Po !s qT D gll r,4A� STATE Lr FLQR/Q4 REG/STERED eed Bods CIi� era�q L LYstaxP rgrioIs /s P9 p°Dr D= 1Wta ar CrnTra! AAg/P equal.- LAND SLIPVE j CERT/F/CATE Aub. 4600 ip BuVoNg RestrArtAan Lae /P. /eon £sot Easrnen{ Cat Cacr r Description of Materials for the David L. Edwards Residence Atlantic Beach, Florida 20 July 1998 Revised 24 August 1998 7 PR0*C s VP VO IP j William Morgan Architects, P.A. Description of Materials Edwards Residence, 19" Street, Atlantic Beach, Florida William Morgan Architects (904) 356-4195 20 July 1998 1. General Conditions: The general contract for construction includes: a) Water and electricity for construction, and temporary toilet. b) City of Atlantic Beach building permit. c) Builder's Risk Insurance. d) Contractor's supervision, overhead and profit. e) Interior and exterior cleanup. f) Site clearing after consultation on site with Architect regarding tree and landscape preservation, rough and finish grading including fill as required, " and rye grass seeding of disturbed areas for erosion control. g) Underground service by conduits into Utility for cable television, telephone, and one conduit for future service requirements. 2. Earthwork, Concrete, Masonry, Steel and Timber: See attached General Structural Notes and Specifications. 3. Foundations: Waterproofing - 6 mil polyethylene Visqueen ' Termite protection - chemical soil treatment. 4. Fireplace and Chimney System: Majestic R-36 factory built fireplace with Majestic warranty, installed according to the manufacturer's printed instructions, and as shown by the Architect's drawings for the project. 5. Exterior Walls: a) Block: 8 by 8 by 16 inch reinforced concrete masonry units c.m.u. scored to resemble two 8 by 8 by 8 c.m.u. side by side as shown by drawings, except 8 by 8 by 8 c.m.u. exposed on both sides at east west walls of Entry. Reject c.m.u. with chipped or broken edges. Install c.m.u. of similar light tan color ranges and dense surface finishes. Use mortar similar in color to c.m.u. Submit proposed c.m.u. sample to Architec r approval. Edwards Residence Description of Materials 1 b. Stucco: Where stucco on wood frame is shown, erect no. 2 S.Y.P. 2" by 6"on 16" centers with Y2" CDX plywood sheathing covered with double overlapped, minimum 15 pound asphalt saturated building paper covered with stucco and synthetic acrylic finish similar to Finestone Pebbletex System "UP", color: white. C. Waterproofing: Apply Professional Water Sealant "Superstrength" Grade 20% solids by weight to concrete block and stucco surfaces in accordance with the printed instructions of the manufacturer, Professional Products of Kansas, Inc., 4456 South Clifton, Wichita, Kansas 67216, telephone (800) 522-5346, Fax (316)522-9346. See enclosed Spec Data. 6. Floor Framing: See drawings for bearing walls and laminated timber beams supporting wood joists with 3/" thick CDX plywood sheathing subfloors above reinforced concrete slabs or fill on grade. 7. Finish Flooring: Typically 30 ounce cut pile carpet with 8 pound density pad ' (allow $14.00 per square yard installed) except as follows: a) Carport and Storage: broom finished concrete 5-0-"p b) Foyer: 12" x 12" ceramic tile pavers, Dal-Tile "Sierra" 1500 series. c) Bath 1 and 2: glazed ceramic tile, Dal-Peramatones (matte finish) 4" x 4" ceramic tile base and trim. Same the for shower walls to ceiling at Bath No. 2, and to clerestory window sill level at Bath Number 1. d) Living-Dining, Kitchen, second floor Stair Landing and Powder Room: hardwood floors equal to Bruce prefinish solid oak 5/16 "strip or 3/8" engineered plank strip on 3/4" thick plywood tongue and groove subflooring, color: light oak to be selected. e) Porch and Deck: Clear pine 5/4" x 6" Marine Treated P.T. spaced '/4" apart. Edwards Residence Description of Materials 2 8. Framing: See plans and details for partition, ceiling and roof framing including hurricane bracing and tie-downs. 9. Roofing: Install 25-year fiber glass dimensional shingles equal to Elk Prestige II ' on 30 pound roof felt over CDX plywood sheathing as shown. Where shown on plans, install vinyl gutters at roof edges with minimum 3-inch diameter open drains in gutter bottoms at four corners of roof. 10: Interior Walls: Typically Y2" gypsum plaster board painted with semi-gloss latex off-white color to be selected, equal to Benjamin Moore Regal Wall Satin, semi- gloss enamel on bath and kitchen walls, except as follows: a) Stairwell C.M.U. off white color to be selected. b) Utility C.M.U. painted off white color to be selected. 11. Ceilings, Interior: 5/8" gypsum wall board with finish to be selected, color white. 12. Ceiling Carport: 5/s" gypsum wall board with smooth finish painted white. 13. Interior Doors and Trim: White painted Y2" by 1Y2" wood door trim and Y2" by 3 'h"wall bases, typical. White painted flush masonite interior doors. 14. Exterior Doors: 1 3/" solid core main entry door as noted on drawings, and insulated glass doors to Porch and Deck equal to Nord 500. Flush solid core wood door at Utility painted to match adjacent wall. 15. Windows: Equal to Visions 2000 extruded vinyl casement sliders, and fixed windows with insulated glass beveled, welded frames, color white with insect screen at operable sash and crank handle operators. Alternate: Binnings Pan American. 16. Glass Blocks: Pittsburgh Corning 8"x 8"x 37/s" thick Decora pattern laid in 2'-8" by 6'-8" high panel with PC Panel Reinforcing for Regular Series Glass Block laid horizontally in mortar joints with PC TRU-JOINT spaces and PC Panel ' Anchors to vertical frames with perimeter PC Expansion Strips. ,� Edwards Residence Description of Materials 3 17. Cabinets and Interior Details: Solid wood cabinets and vanities, white painted with Corian or equal counter tops where shown on plans. Colors to be selected.Undercut bottoms of drawer faces and tops of base cabinet doors for continuous finger grips in lieu of surface pulls, knobs or handles. Install back splash to underside of wall cabinets at kitchen counters. Install frameless mirrors from tops of vanity back splashes to undersides of lighting fixture strips as shown. Submit shop drawing to the Architect for approval prior to fabrication. Install paper holder at each water closet; 2 towel bars or rings at each shower, and 1 towel bar for each vanity. 18. Plumbing: Install clear plastic out-swinging shower enclosure doors. Standard Delta chrome faucets. Glass lined electric water heater with minimum 55 gallon capacity ;1 Utility room. PVC pipe connected to city water and sewer lines on south property line, and insulation to protect pipes against freezing temperatures to 5 degrees Fahrenheit in ' sofas, storage and other exposed locations. 19. Plumbing Fixtures (All colors white): all Kohler or equal to be selected. Elevate base of water closet in Bath No. 2 two inches above finished floor. 20. Heating and Air Conditioning: Install 3.5 -ton heating and cooling system equal to Trane Model TWPO42c/xe 1200 heat pump and Model TWE 037EBFA variable speed air handler with 12.0 SEER. (Frenchy's Heating & Air Conditioning (904) 384-0062). Acceptable alternates include comparable equipment by Carrier, York, Lennox, Rudd , Bryant, or approved equal. Install floor to ceiling high, white painted wood louvers for return air on the west side of the air handling unit (AHU) hinged for filter and maintenance access. Set the AHU 24" above the floor for unobstructed air return. Locate the condenser outside near the northwest corner of the house within 50 feet of the AHU where the architect directs. 21. Electrical Wiring: Provide underground electric service from new pole on south of property line to meter recessed into east wall of Utility Room. Install circuits, wiring, controls and outlets in accordance with prevailing codes. 22. Lighting Fixtures: See Plans for locations of the following electrical fixtures and equipment. Install white color Sierra switch plates, receptacles, rheostats, and related electrical controls as the Architect directs. * Edwards Residence Description of Materials 4 { Juno IC 22 w/No. 24 white conical baffle 75 w R30 — $ Juno TC 926 WH for 4 in 12 sloped ceiling white conical baffle 75w R30 C Juno IC 22 w/white conical baffle with door switch control for closet use D — Seagull 4709-05 chrome 48.25" w/8G-25 with rheostat control switch Seagull 4706-05 chrome 24.25" w/4G-25 with rheostat control switch I — F Seagull 8323-15 white 10" diameter waterproof 100w maximum Cq Seagull 4984-15 white 40w flourescent continuous under kitchen cabinets, kitchen counter above sink, and laundry shelf H Seagull 4708-05 chrome 36.25" w/6-G-25 with rheostat control switch Edwards Residence Description of Materials 5 f clF � ceiling fan w/wall switch control 110v. duplex convenience outlet 110v. duplex convenience outlet , one outlet switch controlled 110 v. duplex convenience outlet, waterproof 220 v. outlet I--} - switch I—{ -2 switch controlled at 2 locations I—�-R switch rheostat controlled —�PH telephone cable television Edwards Residence Description of Materials 6 23. Insulation: Install as required to meet Florida Energy Code. a) Roof- R-30 batt between roof rafters. b) Ceiling - R-19 batt at Carport and Utility ceilings. c) Wall - in C.M.U. walls of heated areas, typically expanded foam insulation in all cells. d) Wall - at exterior wood stud walls: R-19 batt. e) Floor - floors exposed below to weather: R-19 ,m 24. Hardware: Install the following hardware groups typically finished w/brushed chrome/matt aluminum US26D. Schlage hardware in similar designs and functions is an acceptable alternate for Yale. Main Entry Door 2 Pair Butts 191 US26D 4 '/ x 4 Y2 MRP Stanle�.f 1 3/" wood solid core Lockset COR 8760 US26D Yale Stop/Holder 438 26D Ives Threshold 145B Pemko Lockstrike 747 Chrome MAG reinforcer Deadlock 315 US26D Yale Peephole 690 B26D Ives Porch and Deck 1 Y2 Pair Butts 191 US26D 4 Y2 x 4 Y2 Stanley Doors Lockset CA 5407 IS26D Yale Glass w/wood frame Threshold 170 A Pemco Door Bottom 209 AV Baldwin Stop 515 RP US26D Yale Interior Doors 1 Y2 Pair Butts 179 US26D 3 Y2 x 3 Y2 Stanley Flush 13/8 Privacy Lockset CA 5302 US26D Yale Bath & Vanity Wall Stop 61A 92 Ives Ap Closet Shelves Install white painted, wire ventilated shelves at closets. Edwards Residence Description of Materials 7 25. Appliances: All provided by Owner for installation by Contractor. Kitchen Cooktoa : GE Profile, Built-in Clean Design Cooktop, JP35AA Patterned White, 29 % " wide. Oven/Microwave: GE Profile, Built-in Double Ovens, JTP95WW, white, (29 %" wide). Refrigerator: GE "Built-In Style" No-Frost Side-By-Side Refrigerator TPX 24PPB 23.5 cubic feet with icemaker, white ( 35-%" wide by 69-%" high). Dishwasher: GE Profile Built-in GSD4010ZAA white (24") wide. Laundry Washer & Dryer: By Owner, installed by General Contractor. 26. Contract Exclusions: The following items are specifically excluded from the General Contract. a) Security system including control pad. To be installed by Owner b) Sound, stereo, speakers, and television recording systems. To be installed by Owner. c) Landscaping, planting, trees, irrigation system, or grass, except as shown in 1 (g) above. d) Utility costs beyond connection to City of Atlantic Beach water meter and sanitary sewer along south property line. e) City of Atlantic Beach sewer and water connection fees by Owner. fl Impact or down stream pollution fees by Owner. g) Owner insurance during construction. h) Central vacuum system. 1) Intercom system. j) Real Estate Taxes k) Cable Television 1) Kitchen and Laundry appliances, to be provided by the Owner for installation by the Contractor. Edwards Residence Description of Materials 8 SPECou 2 0 ii ,_,11 \,� 6 Ste`t V s �� w Q.t g ' 1 This Spec-Data sheet conforms >0 T editorial style prescribed by U�erS�� ra,(� The Construction Specificationsfaurei � -1 c� Institute. The manufacturer is responsible for technical ac- curacy. Vc;o 1. PRODUCT NAME Table 1: CURED PROPERTIES PROFESSIONAL"' WA EER SIALAN i Perm Rite A-,-IM E96-66, Method,B Perm 7.06 Waterproofing Sealant I)tito nwt,•r hardness, ASTM D676, Shore A 32 k,n,ilc Suen ;lh p,i (titPa)—ASTM D412 270 e� 2. MANUFACTURER co 11On;�,ltiun, percent -ASlh1 D4"12 415 00 — PROFESSIONAL PRODUCTS OF &iltic• Point, AS-11\1 D746—degrees -100°F (-73°C) - a KANSAS, INC. Volmm, C oellicient of Thermal 4456 South Clifton I-xp,iwion- --U ---212°F (0°-100°C) 9.3 x 10-4 Q Wichita, Kansas 67216 Therr11,11 (.Onductivity, Cal/(cm) -o Phone: (800) 522-7346 ('(:)- (;c c.) 0.45 x 10"3 FAX: (316) 522-9346 11.1* U. rwr (ft.) ("E) (hr.) 0.11 n Accc9ler,iWd Wealhering, ASTM G-23-10,000 hrs. (rnr) 3. PRODUCT DESCRIPTION All,i,, 1k•,in arc. Weatherometer, after that: NO CHANGE "' Basic Use: PROFESSIONAL O WATER SEALANT may be used on ZD concrete, masonry, wood and rnent, temperature extremes, etc. is difficult to remove. Glass and r' other building materials which al- Seine'° Silicone Rubber has a very trim should be protected. Plant low penetration of the sealant. high p(•rni-rate which allows materials may be harmed by ex- 00 PROFESSIONAL,'y WATER SkAIJ\NE nlot;t(IIC-vapor to escape while cessive overspray. C may be used on vertical, horizon- iic)t all(w m, liquids to enter the PROFESSIONAL`S WATER SEAL- ,L11 and wear surfaces dither ahcnc, ',L11IX I'ROI hSSIONAL WATER ANT should not be applied to sub- ' _5 cn -� or below grade. SI_AI_ANI m,lv br applied at tern- strates such as asphalt or MO U o� PROFESSIONAL!, WATER SEAL_ peralows rangini; from --35°F to polystyrene which may be af- a ANT is available in formulalicln; 14rr1 . fected by solvent. A test area is N z u- ti that meet the VOC requirement; Linrilalitm, PROFESSIONAP' always recommended regardless 3 c„ vii :2 of the states of California and Ne��, l\';\I f R ,it \l \N I n1o;t be applied of substrate. �, un Z York. lo (Ic'm .url,ic e; that are not wet. Paint adhesion after application PROFESSIONAL", �VAIER SEAL- ilk'( )l I S )IONAI " WATER SEAL- may be difficult depending upon 0 z G ANI-may he used as an anti-graffiti ANI should not he applies to sub- the substrate and type of paint to a protectant. ;tr,lic' , wLl( w d vapor harrier is be applied; a test area should be Lv, Composition and Materials: re(It1ir+ cl h( cause OI its high perm tried. PROFESSIONAL', WAFFR SCA[ANi 4. TECHNICAL DATA is a professional, pent,ti-atinc ,til tc tll ,11 ;�,should he protected permanent weatherproofing HO (' t''' !".1�' .1, [NOFt.SSiONAf:"' Refer to Table 1. These values treatment, prepared by usinn 4\'AIII,: AN I- in its cured state are not intended for use in pre- Seip'"' Silicone Rubber. Thi,, Table 2: ESTIMATED COVERAGE V ztype of silicone has been tested in V'^ actual use in all cliniates f()r over Square Feet 30 years showing no deteri(iralit)n i ype of Surface' Per Gallon -n from ultraviolet rav;, ()/()ft(,, -,all _ _� �_ D W spray, acid rain, els. Also, it has 1 •,wi i0 i Brie k 125 - 150 rn been tested in accelerated weath c ()i,( rc tc 100-200 -o X eying machines which show no ( urn rete lik k 80 - 120 -° m breakdown at over 100 vear;. This a= ti i u( ( O 125 -200 D. rn era is a one coat water sealant which ;<,,;I.,t, tilimt 100 - 175 not only saves material cost, but �1n(tucll �i(•,I, 150 - 200 Z saves labor cosl; a; well, tic in' �tlr1,i( es Subl(c1 to Abrasion V) SiliC011C Rubher ha, .i -I110 clan- ihi id,oes, de(ks,-etc.) 100- 150 gation which allows for expansion i `,1.t �d 75 - 125 +•� and contraction, building move:- tin1O(1th Wood 150 -200 The ten-pinto 1p,r Dalai t,,rn t has bean S 11111 till's 75 - 125 Iron,publications copynhhted by t til, I*A, I'a,;, P.O., 1967,and used by pe ninon of I he(un+True tum�pv IM -"-----" Itcations lnsutute,Aluxandna,VA 22114 l ti'l'l i,;t' IILI1' v.tl� t umicl(•rably (fu(9 to porosity of materials. 07180 paring specifications. should be applied with a low pres- makes no other warranties with ,,. PROFESSIONAL'° ,WATER SEAL- sure airless sprayer at an angle to respect to this product,express or ANT passes the hydrostatic pres- allow the sealant to run down the implied, including without limi- sure test at over 2 atmospheres. face rather than penetrate deep tation the implied warranties of Specification Writers: Please into the voids of the substrate. On MERCHANTABILITY OR FITNESS ° contact PROFESSIONAL'"', lightweight or split faced block, it FOR PARTICULAR PURPOSE. Wichita, Kansas, before writing may he necessary to apply a mist PROFESSIONA01's liability shall specifications on this project. coat before flood coating. On be limited in all events to sup- Test reports are available upon fluted block, the surface area plying sufficient product to retreat request. needs to be carefully measured to the specific areas to which defec- determine the proper amount of tive product has been applied. 5. INSTALLATION material that is required. PROFESSIONALO shall have no Preparatory Work: Preparation On horizontal Surfaces, other liability, including liability must include, but not be limited PROFESSIONAL WATER SEALANT for incidental or resultant dam- to: may be applied by brooming, ages, whether due to breach of • PROFESSIONAL"* WATER SEAL- brushing, rolling or airless spray warranty or negligence. This war- ANT must be applied to clean and equipment. The sealant must not ranty may not be modified or ex- dry surfaces which are free from be allowed to puddle or pond. tended by representatives of dirt, dust and oil, etc. Cleaning Excess sealant should be wiped up PROFESSIONAL° or its dis- may be accomplished by high immediately. tributors. pressure washing, sand blasting or Curing time of PROFESSIONAL"' Extended warranties are avail- chemical cleaning. When chemi- WATER SEALANT varies widely de- able. Contact a distributor or the cals are used, they must be re- pending upon temperature and manufacturer for details. moved by high pressure water humidity conditions. Typically, cleaning before application of the PROFI.SSIONAL WATER SEALANT 8• MAINTENANCE sealant. will cure for traffic within 1 hour. PROFESSIONAL® WATER SEAL- • A test should always be done Clean application equipment ANT requires no maintenance. prior to application using the same inunediatc ly after each use with cleaning and application proce- mineral spirits or paint thinner. 9. TECHNICAL SERVICES dures as to be used on the project. B AVAILABILITY AND COST Complete technical services are This test area should remain avail- available from PROFESSIONAL " able to be inspected by the project Availability: PROFESSIONAL° WATER SEALANT and its manufac- supervisor. WATER SIAIANT is packaged in 1 turer's representatives. Services • PROFESSIONAL WATER SEAL- gallon cans, 5 g,illon pails and 55 include assistance during design ANT must be used as supplied by gallon drums. Contact the manu- and specification stages,as well as the distributor without addition of tacturer for the names of local dis- samples of the various units. any solvents, catalysts, pignnents, tributors. 10. FILING SYSTEMS or curing agents. Cost: Contact a local authorized System Application: System ap- diNlribUtor. Electronic SPEC-DATA® plication must not c'oninience dur- SPEC-DATA' II ing inclement weather or when 7• WARRANrY Additional product information precipitation appears imminent. Limited Warninly: PROFESSIONAL available upon request from the On vertical applications, warrants this product to be free manufacturer. PROFESSIONAL' WATER SEALANT from defects. 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O.r' U r6 CJ C.O ° r6'` >'L y N" y�n �n iE R-E O C.- L= C v U J :E x ` aL qo a� c E._ �_ 3r -n Z v ° y = v c o- u 7 v E N ` - y 'O w \ N N 3'..• Y H 3 Q O C) Y C C C-O L C C O _ `1 L 7 `1 ,� •• - N pp O y GJ- F" N,O O R O._L' L.YC-,n CL c s v 3 Q L N aro N u u ono - _ c UN W `^� N Q r 2 ° ro 5= E N J v Q 'a a o m.= c 7 ° oL c A O v ENFV- o r C a'- ° v a c -+ b __ _3 v ro ax o-° o o E E o`_L u v M _ O•� Y Y iii/ 7 ° V C U mc W �L Y ` ro Y CNL Y C`O _L Y C ,n -TZO in O y - ,. C... J.v '' ,n -L '°- -0�.: ro N ° 7.aA 60Y 7 Y vrpN �; 3ac �7- V ° 3Q Evu � yvv Z ;,-,j Tn _c2" E m E•o-o r a.c = .c - - TORTUROUS USMG YOUR INVESTMENT IS THAT MAKES DIE PROTECTED BY TRANE'S WARRANTY. GRADE' The best part of your investment may be made of paper.It's Trane's limited warranty.Every XE 1200 heat pump has a 5-year limited warranty on Trane's Climatuff' compressor and outdoor coil,and CONSERVE ENERGY. a 1-year limited warranty on parts. #Y Energy saved has a positive impact CONTROL YOUR OWN on global warming.That's why COMFORT NEEDS. its so important for us to continually engineer more energy efficiency A quality Trane thermostat puts com- into our products.And it's just as Every Trane System must prove fort at your fingertips even when you important for you to demand it's a certified survivor in a 16-week are not there.The Trane program- testing cycle simulating five years of products that live up to tougher, mable thermostat*can change the more stringent energy standards. wear and tear in 16 grueling weeks. temperature of your home up to four It's a small part.But we all know Trane tests its designs at the times a day,saving energy while what's at stake. factory,not on its customers!In you sleep or when you are out for ' this high-tech"torture chamber," the day or weekend.You pick the Trane systems are tested to temperature setting you want,then ensure that they meet Trane's the thermostat takes over the job XE 1200 HEAT PUMP* scrupulous standards-and your of keeping you comfortable. high expectations. *Optional accessory,purchased separately. TWP018C 24 24 RELY ON YOUR TRANE TWP024C 29 28 TWP030C 33 28 DEALER'S SPECIAL 1�2AINING. TWP036C 37 34 �TWP042C 37 34 -�—� From energy evaluation to installa- - - tion,you ll find friendly,knowledge- TWPO48C 37 34 able Trane people every step of the ®®®®® 1 TWP060C 37 34 way.Your Trane dealer will help you - - — *Cabinet Dimension In Inches select just the right model for your comfort needs.And he will be there for you for the life of your system. Talk to your Trane dealer today. Then get ready to experience low- cost comfort and high energy effi- ciency.It's Hard To Stop A Trane!' It's Hard To Stop A Trane:" Certified by the Air Conditioning and Rehigeredon Institute Standard 240. Since The Trane Company has a policy Rated N accordance w h ARI.Standard 270. of continuous product improvement,it sunerecmto to reserves the right to change specifica- ` wg f "' ' E swrcwnMo E tions and design without notice.Read 3 Usted by Underwriters Laboratory As an Energy Star Partner, important energy cost and efficiency s a �W ~' ' Trane has determined that qs information available from your dealer. ''°,.w I ' some models meet the Energy Star guidelines for energy efficiency. AM r'renchy's RefrigerattiOu Sia TIM TIE T 4NE COMPANY y Brunelle Unitary Products Group Box 6792 6200 Troup Highway (,t*Asonvil1e5 Florida _3?Z39 Tyler,TX 75707 An American-Standard Company Visit Us on the World Wide Web-http://www.trane.com Pub.No.72-1096-03 ©American Standard Inc. 1996 P.I.5/96 W ADDENDUM TOMAJESTIC -- iUP,42/MBUC42, RC36, MBU36/MBUC36 SERIES, MR42/MRC42, C36L/C36R, WM36A SERIES, SH48, BAY SERIES, IS36, CV36, MST36, WMII-42A SERIES INSTALLATION INSTRUCTIONS PARAGRAPH G-3(H-3 on WMII-42A Series and MST36)MANTEL HEIGHT OLD NEW MINIMUM FLAT MANTEL SHELF HEIGHT MINIMUM FLAT MANTEL SHELF HEIGHT MINIMUM ABOVE MINIMUM ABOVE MINIMUM ABOVE MINIMUM ABOVE FIREPLACE FIREPLACE GRILLE FIREPLACE FIREPLACE GRILLE MODEL OPENING OPENING MODEL OPENING OPENING R36,C36L/C36R 17 inches - R36,C36L/C36R,MR42, RC36,MRC42 - 15 inches MBU42,MBU36 Series, 12 inches - CV36,IS36,SH48, MR42 20 inches - BAY Series MBU42/MBUC42, 18 inchesRC36,MRC42,MBUC42, SH48,MST36 - WMII-42A Series, - 12 inches MBUC36 Series,MST36, CV36/IS36, WM36A Series MBU36/MBUC36 Series 15 inches - WMII-42A Series - 20 inches WM36A Series - 18 inches BAY Series 16 inches - W ADDENDUM TO IMJESTICo >( R36 C36, MBU42/MBUC42, MR42/MRC42, WMII-42A SERIES INSTALLATION INSTRUCTIONS PARAGRAPH G-5(H-5 on WMII-42A Series)HEARTH EXTENSION WIDTH NEW MINIMUM HEARTH EXTENSION WIDTH NEW HEARTH EXTENSION SIZES FIREPLACE NEW MINIMUM MINIMUM THICKNESS LISTED MODEL DEPTH LENGTH R VALUE OF LISTED MATERIAL MATERIAL R3 RC36 20 inches 48 inches 1.09 0.50 inches EQUUS Building Products EH2416 MBU42/MBUC42 20 inches 601/2 inches 2.18 1.00 inches EQUUS Building Products EH2416 MR42/MRC42 20 inches 601/2 inches 1.09 0.50 inches EQUUS Building Products EH2416 WMII-42A Series 20 inches 601/2 inches 3.70 1.00 inches Manville CERAFORM 126 **The hearth extension still must be a durable non-combustible The following fireplace models hearth extension width,length,and material with a minimum R value as specified in the matrix minimum R value remain unchanged and should be installed as shown above,such as a specified thickness of EQUUS Building specified in the respective Fireplace Manual: Products Model EH2416 insulating board.The size of the hearth C36L/C36R,SH48,MST36,CV36,IS36,BAY Series,WM36A extension can now be 20 inches deep with the length remaining Series,MBU36/MBUC36 Series. the same as specified in the Fireplace Manual LA. 40 co E U U I 1 LL U am co U 1 m 3/4 261/32" 133/s" DIA. 10" 23" Z ffm M—M 4" DIA. I OUTSIDE AIR COLLAR a 10" U. � U � 371/2" 21 /16- 3427/32- 341/16" 1 191/2" 71/4" 53/4" 1111/16" 341/s" —�[-221/4" 11'/2" 36" 1411/16" GAS LINE 41" GAS ACCESS HOLE LINE HOLE ARCHITECT'S Architects Template Drawing Built-in Fireplace PRODUCT LISTINGS Model No. U.L.#MH6018 C.A.8.0.#NER•181 TEMPLATE Ras Scale 1/2" _ -0" INbIALLATION MD OPERATION INSTRUCTIONS for the MAJESTIC© R3691306 U Factory Built Fireplace 2. w .ice -� •� °" - 'k....l�' t1AN� ,� rw . ;xue IMPORTANT: Read all instructions carefully before starting installation. Failure to follow these installation instructions may result in a possible fire hazard and will void the MAJESTIC warranty. A Save this manual for future reference. W MAJESTIC.) Copyright EQUUS BUILDING PRODUCTS 1988 a� 9 A0 FLUE COLLAR INNER COLLAR OUTER COLLAR FLUE DAMPER FLUE DAMPER CONTROL STANDOFFS ' (2 Provided) SURROUND BRICK SIDES AND BACK d c� NAILING TABS (4 Provided) AIR INLET (EACH SIDE) �A11A SCREEN 'n 1 � i OUTSIDE AIR ACCESS COVER GAS LINE ACCESS i (EACH SIDE) GAS LINE ACCESS HOLE HEARTH ^ 1 (BOTH SIDES) GRATE FIREBOX R36 METAL SAFETY STRIP(S) SHOWN NOT IN PLACE (1,2 or 3 PIECES) FLUE COLLAR INNER COLLAR OUTER COLLAR All FLUE DAMPER FLUE DAMPER CONTROL STANDOFFS OUTLET (2 Provided) GRILLE SURROUND BRICK SIDES AND BACK d r� NAILING TABS (4 Providod) SCREEN :IAM ( ELECTRICAL ACCESS \\ (RIGHT SIDE ONLY) SAl IN\ OUTSIDE AIR ACCESS COVER GAS LINE ACCESS (EACH SIDE) GAS LINE ACCESS HOLE (BOTH SIDES) HEARTH ROOM AIR INLET GRILLE GRATE FIREBOX RC36 METAL SAFETY STRIP(S) SHOWN NOT IN PLACE PIECES) Fig. 1. Parts of the MAJESTIC R36 and RC36 Fireplaces. Page ` Table of Contents Identification of Parts 2 Installation Precautions 3 Installation Instructions 3 Reference Data 13 2 Accessory Parts 15 I BUILT=IN DISHWASHERS ( GE profile Performance Series" ,54 .,,� G4041301WW GSO4130ZWW GS04330ZWW GSD4030ZWW GSO4920Z88 GS04620ZB8 GSD4320ZBB GSD4020ZBB /7 GSO4940ZSS GSO491OZAA GSO4510ZAA GSD431OZAA GSO40107AA ",,,I 'i features ta?err - 1 Wash System 1 SureCleanr"Wash System • • • • • CleanSensor11 • • • CircuClean Pump • • • • Wash levels 3 3 3 3 3 Filtrations stem Triple Triple Triple Triple Dual Piranha"Hard Food Disposer • • • • • Cycles Variable Variable Variable 5 4 Am POTSCRUBBER • • Pots and Pans • • • Normal Wash • • • • • Light Wash • • China/Crystal • • • • t' Glasses • • • Rinse Only/Hold • • • • • Options Variable Variable Variable 30 26 ` Child Lock • • • • • MI Delay Start 8-Hour 8-Hour B-Hour B-Hour 6-Hour Heated Dry On/Off • • • • • Hi-Temp Wash • • Hi-Temp Rinse • • • • • Power pre-soak • • 0-0 Racks,shelf&basket Upper Rack Super Nylon Super Nylon Super Super Super Super 12 w/4 Rows Super12 w/4 Rows Super12 w/2 Rows Lower Rack of Fold-Down Tines of Fold-Down Tines of Fold-Gown Tines Su er12 Deluxe SmartShelf with Stemsafe with Stemsafe • • • Silverware Basket SmartBasket SmartBasket SmartBasket SmartBasket Super SmartBasket Plus • • • • {' Control aElectronic Electronic Electronic Electronic Electronic '{ Cycle progress Indicators LEDs LEDs LEDs 1"Clean" 1"Clean" Touch ads 11 11 10 11 17 Rinse Aid Dispenser with Indicator with Indicator with Indicator with indicator with Indicator Center throw door latch • • • • • Economical&Quiet : Quiet Sound insulation acka a Profile Performance'" Profile PerformanceTM Profile Performance'" OuietPowerr"III OuietPowerr"II PermaTufr"tub and door liner • • • • • GE Profiler"OuietMotor • • • • • ActiveVent • • • • Quiet Water Valve • • • • a Tub collar trim • • • • • Listed by Appearance s?t.> '::s5�.'•� Eiar ;sx .hk �"�� ''."1.^i' Underwriters I;, Colors available' Stainless Steel WW W B8,AA WB8,AA WW,BB,AA WW,BB,AA Laboratories Colorpanels—Door 8 Access Trimless Trimless Trimiess Trimless Trimless t l Weights&Dimensions s:;l ° �r iasr>r "i :6 °? �° ��`4ir ;i;: ! A rox.shipping weight lbs. 81 at 81 ;GPF425A/B/MW s1 Electrical Rating ' Height w/le s retracted In. 34 34 34 34 Voltage AC.............................................120 ill Overall width In. 24 24 24 24 Hertz.........................................................60 Overall depth In. 24.3/4 24-314 24-3/4 24-3/4 Total connected load amperage.............8.6 ,.,��x ry r ww ,i�`: °r .:0 �_-;, Cal rod"heater watts..............................500 Accessories For use on adequately wired 120-volt, i Requires kit for 1/4'panel capability with trim N/A GPF425A/8/W GPF425A/B/W GPF425A/B/W 15-amp circuit having 2-wire service with { Requires kit for trimless a separate ground wire.This appliance •i 3/4' anal capability N/A GPF475 GPF475 GPF475 GPF475 must be grounded for safe operation. All GE Profile Performance'and GE Profile-Dishwashers are equipped with the following:120°F inlet water capability,PermaTuf I interior,Easy-Glide roller system, convection drying,120V/60HV8.6A,horizontal mechanism,leveling screws. 'Colors available:SS=Stainless Steel,WW=White on while,Be=Black on black,AA=Almond on almond. Built-in Dishwasher Dimensions(in Inches) Built-In Dishwasher Installation Information Wood Insert Cut-Out (in inches) A Dimensions 24-3/4' ,24 Door Insert y Countertop 3- .I This wall are& _ ust he t'a of– 90" A—mess insert C g0" pipes or ea t4 MIN. 4 4 Elidth cast B = - 4 3-Ir— Panel 24.3/4 / g s... cabinet ,Veot '1 ;~ *wi.K „} Ele<tripal Models/Kit A B c Thickness ' 34"MIN t Ilneon °''1Q a w,ln on adj.to 35' _/r – len ' %IgRt GE Profile ^°m"�a•^a••��" Performance"and `" a2 .;b.,^•°:�•."• I GE Profile'" 21-1/2' j" 'Add 1/4"for —Y °"'"'°'•"' 2' '° ""� models/GPF425 19-3/4' 23 9/16" 3 it/16' 1!4" rear insulation 3.1/4 ----pd'MIN.-- +� GE Profile 4(Adjustable) Performance"and Note:Dishwasher must not be installed more than 10 feet GE Profile' 4.1/4'to NI from sink for proper drainage.All plumbing and electrical models/GPF475 19-13/16" 23-5/8 3-11/16"' 3/4" work must be in accordance with local codes. .:Bottom of panel must be notched 1-1/2"x 1/2'to clear across panel. Note:If a flush look is needed,a 25"base cabinet needs Adjustment required to match adjacent cabinet fronts due to f ' See page 128 for warranty information. to be used. leveling adjustment,4"nominal. 180 "BUILT-IN STYLE" No-FROST SIDE-BY-SIDE REFRIGERATORS GE Profile Performance Seri TPS24PBBBS TPS24PIBBS TPX24PB8 TPS24PP6 TPX2 TPX24SPZ TPX248PS TPX24PRB TPX240RB TPX2481B TPX24SIY TPX21PRB TPX21BRB Capacity ; Jul - 14-98 10 : 38A Ouguid Sales 9047318097 P .01 30" I;i'11;1=IN Dt (JR1.1': Wl';NS D ' ld W P0erbilnlente so Canveo110tl DoUhle Ovens ObuLle Ovens Mlarbwave DbuAle Ovens JTP95btW J1PQ�WH JT950SY JTP513AW J(PSGWW JTP56OW JTP45WW JTP458W JTP27WW JTP275W JTP95BW JTPESBW Ca acii 42 47 I f� _ upper .._ a 8 _ 3.n a n 3 n 4.g_ 4.z 4,2 -d7 42 4.2 J2 42 90 4.2 Over`c3 OGT ir;.l rt( LOvicr •1.2 4.2 !•. Faatllres r• ' tl v � ;wlt-0li•db hNf f'r:rr _A11Cr)tvvc - MiC,GwO_jr tJplrnr _ Curv.l501r r;irnn i.<:nv,,,?Ir•I,IO�n form l,,rif•LIP3,t_ LOnv"If t.lr.�su .rPa I Iran _Sall•GIeaO _• Tf,rnn;di 1hCrmnl,' Iharnop llirnitZlr n 5'.nui trd Smr•md ;6r'rv.1o!t ftpmr „9Gt?3r Sett-(;lean irll• ir.,ai oC1f rllran h!:Can Sel{•C'.an O"P'rllt',r' Lower `el1•L'19an _ Vu dr V1 ,I''r,'nulr ':aratti-Irovrcrl MOIR;10�' --. };{rar 1. Cleaning mr. Varlable _Vallable Variallk Varidar Vanrb!r. ValldRla,• t{�' Iuwrr LCn,r ` -Ayt,rn hr. rt• 3!..)y9n tlnn'Inr.k '-- .... • ... IJ• _ • _ _ OCs' -. po - I ox •__ • � • �� ln rr .-' I • JRM'r I:ppor l Owaf $rli r,r1 Ursr LC'.ny f.,hau>01tI01t - _ • _ • .. - •.,,. r U ,ei L r rr L�rAr _. • cr upper +p�? If curl 19a:rr COnvCrlron?r.asr • • I vr., _ - • • - • - Va nl In I r,it a.a•pa55 broil rlomrnl • • .. - • ;Ipper URPCr _ • • • _ •r _ • • --• (:On,Mrt:nn•a.n:el9(pn UCprr U•p Cr -.. ..- Umir IJI:,p,,r f,}r,r Uppr' Upper w II LC rr AC101TVdk,irP.ittn0'rnornr:lcr _ - -- •.._L_Hppel llpin'+ • • Tnnqu!nd+u9 o19Pidy � _ �. �- • .• � IluUat Upl;rr • • =� ;l3!t petl _ • • -- • - • iJpprr lloRar Lu•wel' _ .. . ... .. a dr.i LIC'1y Rak'.;;p;r,;,+witn uc nk 7L I lulrl • • • • _.. n,f"prrVra..:r!tahlr • • • .. - I r - _. -... r••wrr AmSble Rran9ci inJrrd .. .... ..- •- _. ... -_. .. • - • • • I II:Rar Ilppel I uwrr Lr)mier Ai f0 O shut df wioverrh]a • • • •• - Iii,tonic C•Inrk vui kiltlten timer • • • • _.. .. -- - - - • • L'ROCr URRdi _ ... .. • • Luau uwrr Unrtr01 lock c r laoiGTr • • _._. -- - -' :7V:9t uwW r1 en Nghl ped • • .. .... _ • A9rrnw,W.OvpnM?tUrc,' $^nrr n- r+r r Auto f rtrk rur 1r 111 _ ._ .. .., • • f idttl]nic W4D rnurh Curitloi; _ _ .. ... Mir MI_:0w,vr.,.nrkinitiMar g f fJricrnwavd ppwaf leyclx M.r ll7wav9 Odin cavily(t:u.11.) .. .. .. - _ MYlU ppwCr r,.,,tpw xalls .- _. - • • ?a• _rgrnlab-r. ... _ _ ... -- , -' q irwn• 1311„er!Lg.»C' r J, r eLC�Var h UPprr9 uwrr r L0�'^• 6 - trnG -rd Itlona i Upp LOwcr 7 tJpNar 6�6Y,rrr 711,m++6 Lowa' r UL`i'r dG t rwr! JppC"l., ,FI J_.. -' I rwr� Hr tatbnl r,,c:k. 4PPrr OF ryUppnr.,, ll rfref __• ...__ ._. ._. ., 1 .. ... ... I ._ . t ' 1 Mrnratk5'• Lower 2 _ 7 • ...._ 2 '.. • • Lavfrr LCwal tlr0;.lcrp7n'r:Al•.1Jrid • • ,..I. Appearance _ WW Iry EI autaless Ofa'L vrn door<; ,In isles 7;' tlB :"lh t91!Iw kN hlt9a:'.erkeLpl¢Cf L?VrF 1 dl It n11,111w; r1u9n at•ocaran 1srnllafWn • Wel ht 3 dl DimensionsIhs 7fa3 r 177 ahIn • , .vt 76n '21JtJ m7t3n •_ 7fi0 28q 260 3U Oven Gab+rO wi Irh miluiTe tIn l 19 3n - 31 x 51.1a b r3 1, _ - Urer.111 11men.l ,•;(WhlxU In inrnr;' 1f• 17 114Y 1 F,ll x L 24 i; 4 1 17.3 d Y i' l'1`3^ ... - - •1 n : ,nirriur r110`r � nr; � - _ ._ .. .. . x id..4 x li•iS WtHxU in Irn.b..;' t.ttwcr w PpWBr(Fiatln S ,, 7.2 7,7 ` 6 n y U _ tl.t 6.t KW raUrp zn 4f'1 7 2 7.2-. 11 t S,d f n G Il A,H 18 5.4 40 nU 1U 4n 1P 31 a'ty ... - 4r1 qtf _ 1U :G .. _- _ —„ 9n 3n Al 30 3n in _ Lf 9 - _ L rra n.^..%ulapr 25UU - ^;n0 en r _ lfnnr7565 !f 00;75A5 , R'01" +n5 J7W.:9 164YL'< BrOrtrrhah'w.,1;.h7a 3fiC'U 2 6'r 36Ca1'2585 d1;Opr75fl5 bfiUQ, hlS 3EUUP,btlb y SU niry s n;nrl,N^N Whrp;nn'VIOf.'f RE3"(}lark in n!ad AA-Alm0lid On aimr rill Achidb.itrdl rack:it rvaihddr d adiftlonal Cn51 (PIA,NO I-A0l I). g Cho 37 2-5 SBP Pat7!'l i_-'I p 2'.iu Altty Il+inrrtlittlnp t4F BUILT-IN CLEANDESIGN COOKTOPS GE Not Ile Performance 5erles7i r� ' Ribbon Induction Ribbon Ribbon JP350WA JP960SA JP930SA JPJP960B JP9JP930 A JPJP692p JPJP392R JPJP34OWA z PattePattrned All= Patterned Patterned A mho . ' to Patterned Whita nd White White Patterned Almond• Patterned Black Glass-ceramic surface Patterned Black Patterned Black Patterned Black Patterned Black Black Black Patterned Black Pattern ad White Number of elements 5 Ribbon 4 Ribbon 5 Ribbon 4 Ribbon 4 Induction 4 Induction 4 Ribbon 4 Ribbon xus 9-heating elements 1 Induction 2200W 1 Induction 2200W Dual 67T heatingelements 1 Ribbon 2500W 1 Ribbon 2500W 1 Ribbon 25DOW t Ribbon 25DOW 1 Ribbon 2500W 8'heatingelements 1 Induction 1800W i Induction 1800W 2 Ribbon 2000W 2 Ribbon 2000W 7'heating element 1 Ribbon 1500W 1 Ribbon 1500W 7'heating elements 2 Ribbon 1800W 2 Ribbon 1800W 2 Ribbon 180OW 2 Ribbon 1800W Bride element 1 Ribbon(800W,1 1 Ribbon 800W 1 Ribbon 800W 1 Ribbon 800W Total wattage 440OW 440OW 440OW 440OW 6'heating elements 1 Ribbon 1200W 1 Ribbon 1200W 1 Ribbon 1200W 1 Ribbon 1200W 2 Induction 130OW 2 Induction 130OW 1 Ribbon If 200W 2 Ribbon 12DOW Touch ad controls 10 Power Levels 10 Power Levels a Hot surface indicator light s 5 4 5 4 4 1 Power level indicator lights • • Appearance WIN may" B9 AA Ww WWI AA 68 Color appearance* SS SS BB BB BB BB BB WW Frameless • • • • as • • • • Weights&Dimensions Cooktop width in inches 36 1 30 36 30 36 30 30 30 A rox.shipping weight lbs. 44 38 44 38 75 71 38 35 Power/Ratingsv. •4 .0 a";+z r :. KW rating®240V 10.1 8.1 1 10.1 8.1 6.6 6.6 7.7 6.4 208V 7.6 6.1 7.6 6.1 6.6 6.6 5.8 4.8 Amps 0 240V 50 40 50 40 40 40 1 40 1 30 208V 40 30 40 30 1 30 30 30 1 30 'SS-Stainless Steel,WW=White on while,AA=Almond on almond,BB=Black on black. Ape Counter Installation Counter Installation Filler Trim Kit—When replacing an old GE 30" Models JP693,692,393 and 392(in inches) Models JP960, 930,350 and 340(in inches) cooklop(with larger opening)with Models JP930/350/340,use the following one-piece trim kit to fill in the over-size hole.Available at additional cost. 13'MAX depth AX JXTR30A(Almond),JXTR308(Black),JXTR30W(White) depth Flush Installation Kit JXM30(models JP930.350 and 340) JXM36(model JP960) i ane 30"MIN.to /� 30"MIN.to / Cooktop Dimensions(in inches) unprotected unprotected cabinet I W �-I~_ ---� 18"MIN. 2"MIN. cabinet 18"MIN. 1.1/2"MIN. to cabinet clearance to to cabinet clearance to D 1-1/2"to side wall 1.3/4"to side wall Imo/ /C rear wall •--V- from cut-out rear wall __V` from cut-out COOktop /- a MIN. 1e ra MIN. F ti 1 clearance to clearance to side wall It om cut-out side wall from cut-out <ed Electrical junction Cul should not interfere Electrical junction Cut should not interfere box 12"MIN. with cabinet structure box 16"MIN, with cabinet structure below countertop at front below countertop at front Installation Information: Dimensions(in Inches) Requires a 5"free area between the bottom of the Cooktop to any combustible material,i.e., To Edge shelving.Free area not required when installing wall oven underneath Cooktop.Refer to of Front installation instructions.Requires an 1B"minimum from Cooktop to adjacent overhead cabinets. Counter Units are furnished with a 48"flexible armored cable. Overall Cutout Min. Before installing,consult installation instructions[Pub.No.49-8269(JP693/692/393/392); Model w D A a c E F O Pub.No.31-10150(JP960);Pub.No.31-10153(JP930);Pub.No.31-10147(JP350/340)I JP693R 35-1/2 20-3/4 19-3/4 34-5/16 7 34.5/8 19.15/16 2 .=ae - JP692R 35-1/2 20.314 19-3/4 34-5/16 7 34.5/8 19.15/16 2 packed with product for current dimensional data. JP393R 30 20-3/4 19-3/4 28-13/16 7 29-1/0 19-15/16 2 36"Ribbon cooktops are approved for use over GE 30"Single Wall Ovens only. JP392R 30 20-3/4 19-3/4 28-13/16 7 29-1/8 19-15/16 2 30"Ribbon cooktops are approved for use over select GE 27"or 30"Single Wall Ovens. JP960SAIWAIAA78A 35 20 19-1/32 33-13/16 3-3/8' 33-7/8 19-1/16 2.1/2 36"and 30"induction cooktops are not approved for use over single wall ovens.Refer to cooklop JP9305AM/AIAWBA 29-318 20-12 19-3/8 28-1l8 3-3/8' 28.1/2 19-5/8 2.12 and wall oven installation instructions packed with product for current dimensional data. JP350WA/AAIBA 29-3/8 20.12 19-3/8 28-1 8 3-3/8' 28-1/2 19-5/8 2-12 Note:if installing with a GE Profile"'or GE Telescopic Downdraft System,consult both Cooktop JP340BAIWA F29-3/8 20-12 19-3/8 28-1/8 3-3/8' 28-1/2 19.5/8 2.12 a j and downdraft installation instructions packed with product before installing.Cooktop gas/ Depth of unit at conduit connection location(rear)is 4-3/4'. AMR' electric supply may need to be re-routed to install downdraft.A minimum 26"deep cabinet Is required for this installation.Most standard cabinets are only 24"'deep. See page 127 for warranty information. 154 EDWARDS RESIDENCE DESIGN CRITERIA (All Design per "Standard Building Code", unless otherwise noted). 1. LIVE LOADS Roofs and Canopies ------------------------------------------------------- 20 PSF Floors ------------------------------------------------------------------------ 40 PSF 2. WIND LOADS (Standard Building Code- 1994 Edition) ------------------------------------------- 110 MPH 3. ALLOWABLE UNITS STRESSES Concrete (Design Per Current Edition A.C.I.) AllConcrete --------------------------------------------------------- fc = 3,000 PSI Miscellaneous & Structural Steel (Design Per Current Edition A.I.S.C.) All Steel ASTM A36, Unless Otherwise Noted Timber (Design Per Current Edition National Design Specification for Stress-Grade Lumber and its Fastenings) -------------------- Sou.Pine 2, U.O.N. Soil Bearing Capacity (Verify with Geotechnical Report) --------- 2,000 PSI -1- GENERAL STRUCTURAL NOTES & SPECIFICATIONS " A. EARTHWORK 1. Compact top 12 inches of subgrade below slabs and foundation areas to a minimum of 95 percent of maximum density. 2. All fill and backfill shall be compacted to 95 percent maximum density in accordance with ASTM D1557. All fill and back fill shall be clean, free draining sand with a maximum of 10 percent passing the No.200 mesh, free from organic material, unless otherwise noted. 3. Unauthorized excavation consist of removal of material beyond the indicated subgrade elevations or side dimensions. Under footings, foundation bases or retaining walls, fill the unauthorized excavation by extending the indicated footing bottom elevation. Elsewhere, backfill and compact unauthorized excavation as specified for authorized excavations. 4. Dewatering: Prevent surface water and subsurface or groundwater from flowing into the excavations and flooding the project site. Do not allow water to accumulate in excavations. Remove water from excavations to prevent softening foundation bottoms, under-cutting footings, and soil changes detrimental to the stability of the subgrade and foundations. Provide dewatering systems as required to convey water away from excavations. Shore and brace all excavations to comply with local codes and authorities having jurisdiction. 5. If footing elevations should occur in a disturbed, unstable or unsuitable soil, the Architect/Engineer shall be notified. B. CONCRETE 1. Design, place and cure all concrete in accordance with ACI 318, ACI 304 and ACI 347, latest editions, publications of the American Concrete Institute. 2. Detail, fabricate and place all reinforcing bars and welded wire fabric in accordance with the Concrete Reinforcing Steel Institute's "Manual of Standard Practice". 3. All reinforcing bars shall conform to ASTM A615, or A616, grade 60; welded wire fabric shall conform to ASTM A185. 4. Submit shop drawings of all reinforcing for approval. 5. Design of formwork is the Contractor's responsibility. -2- 6. All concrete shall be 3,000 PSI at 28 days in accordance with ASTM C31 and C39. All cement shall be Portland Cement Type I, conforming to ASTM C150. All aggregates shall conform to ASTM C33. Maximum slump shall be five inches. Use air-entraining admix per ASTM C260 (3-6% air). All concrete shall contain a minimum of 5-bags of cement per cubic yard. 7. All reinforcing shall be held securely in position with standard accessories during placing of the concrete. All concrete shall be consolidated with mechanical vibrators per ACI 304. 8. Splices in reinforcing, where permitted, shall be as follows: Welded Wire Fabric ------------------------------- 6" All Other -------------------------------------------- 40 BAR.DIA. 9. All lintels shall be a minimum of 8"x8" concrete filled U-block and shall be reinforced with 245's, as a minimum, and shall have a minimum masonry end bearing of 8" 10. Splices in top reinforcing shall be made at mid span, hook bars at each end. 11. Splices in bottom reinforcing shall be made over supports. 12. Placing Concrete: Remove all water from excavation before placing concrete. Dry earth shall be wet thoroughly just prior to placing concrete. Place concrete before initial set has occurred, and in no case after the mix has retained water for more than 1-12/ hours. Use mechanical vibrators for placing concrete, in accordance with ACI 304. 13. All interior slabs shall receive a trowel finish and all exterior slabs shall receive a light broom finish, unless otherwise shown or noted. 14. Curing Concrete: Use one of the following methods: a. Water Curing: Keep concrete wet for seven day period by covering with water. See architectural drawings for additional requirements. b. Membrane Curing: Use on slabs after final finishing operations are complete (within 2 hours). Method and rate of applications shall be in strict accordance with the Manufacturer's published directions. Use "Crystal Clear Seal" by Lambert Corp., "Clear Bond" by Guardian Chemical Co., or equal. 15. Employ an independent testing laboratory experienced in design and testing of concrete materials to design concrete mixes and to test the concrete during the performance of the work. Test concrete as follows: a. Slump. ASTM C143, one test for each load at point of discharge. -3- 40 b. Compressive Strength Tests: ASTM C39, one set of three test cylinders for each 100 cubic yards (or less) of each mix, for each day's pour; one specimen tested at 7 days; one at 27 days; and one held in reserve. Submit test results in writing to owner and Architect/Engineer same day tests completed. C. MASONRY .. 1. All concrete masonry units shall conform to ASTM C90, grade N-1. All mortar shall conform to ASTM C270 Type M or S. All grout shall conform to ASTM C476 (use fine grout for spaces less than 4"). 2. Lay CMU units with full face shell mortar beds. Fill vertical end joints (end joints between units) solidly with mortar from face of unit to a distance behind face of unit not less than the thickness of longitudinal face shell. Provide 3/8" joints. Lay units in running bond. Add continuous horizontal joint reinforcing at 16" o.c. vertically, unless noted otherwise on the drawings; use Dur-o-Wall horizontal joint reinforcing, truss type (9 gage min.) per manufacturer's recommendations or approved equal. D. STRUCTURAL AND MISCELLANEOUS STEEL 1. All design, fabrication and erection of structural and miscellaneous steel shall conform to the American Institute of Steel Construction (AICS) publication, "Specifications for the Design, Fabrication, and Erection of Structural Steel for Building". All welding shall conform to the American Welding Society's Publication "AWS D1.1, Structural Welding Code". 2. Submit shop drawings of all structural steel for approval. 3. All structural steel to conform to ASTM A36. 4. Anchor bolts and bolts shall conform to ASTM A307. 5. Prepare all steel surfaces per SSPC specification No.3 and prime per SSPC Paint specification.No.Z. 6. Galvanizing: ASTM A123/A153/A386, as applicable. E. TIMBER 1. All timber work shall be in accordance with the current edition of the "National Specifications for Stress-Grade Lumber and its Fastenings", a publication of the National Forest Products Association. -4- 2. All nailing of structural members not otherwise noted shall conform to the nailing schedule of the "Manual for House Framing", a publication of the National Forest Products Association. 3. All timber connectors, strap ties, hurricane anchors, joist hangers, etc., shall be manufactured by the Simpson Co. of San Leandro, California or equal, stainless steel type 316. Use stainless steel nails with connectors. 4. Wood joists and rafters shall have bridging at 8'-0" centers, unless otherwise noted. Bridging shall be 2" wide and the full depth of joist or rafter. 5. All plywood shall comply with PS-1 (ANSI A199.1). Use "exterior" APA rated plywood for wall sheathing. Comply with applicable recommendations contained in Form No. E 304, "APA Design/Construction Guide- Residential &Commercial", for types of plywood products and applications indicated. Fasten plywood panels by nailing to framing unless otherwise indicated. Use stainless steel nails for exterior wall sheathing. 6. Where lumber is indicated at "P.T." or "Pressure Treated", or is specified herein to be treated, comply with the applicable requirements of AWPA standards C2 for lumber, and of AWPB standards listed below. Make each item with AWPB quality mark requirements. Pressure treat all above and ground framing and decking exposed to the weather or noted with water-borne preservatives conforming to AWPB LP-2. After treatment, kiln dry to a maximum moisture content of 19 percent. 7. Fasteners & Anchorages: Provide size, type and material indicated and per applicable standards, complying with the applicable federal specifications for nails, screws, bolts, nuts, washers and anchorage devices. All fasteners and anchorages shall be stainless steel. 8. Glue Laminated Beams: Materials, fabrications and quality control shall conform to ANSI/RITC A190.1-1983, "Structural Glued Laminated Timber". Provide factory-glued structural units produced by an AITC-licensed firm, qualified to apply the AITC "Quality Inspected" mark. Use Douglas Fir or Southern Pine; adhesive shall comply with ANSI/RITC A190.1-1983, using wet-use (waterproof) adhesive. Allowable stresses shall be as follows: Fb=2,400 psi; Ft=1,200 psi; Fv=165 psi; and E=1,700,000 psi. END -5- EDWARDS RESIDENCE STRUCTURAL FRAMING NOTES 1. See architectural drawings for all dimensions and elevations not shown on structural .:� drawings. 2. Stud Walls: Exterior stud walls 12'-0" or less in height shall be 2x6 studs @ 16" o.c. All interior bearing walls shall be 2x4's @ 16" o.c., unless otherwise noted. Use 1-row of 2x horizontal blocking (same depth as stud) for all exterior and interior bearing walls; add row bridge at horizontal plywood sheathing joints. 3. Add DBL studs each side all wall openings and 3 studs each side wall openings larger than 4'-0" in width. 4. Add DBL studs in bearing walls under beams and girder truss spanning perpendicular to the wall. 5. Anchor each end all rafters to top of walls and beams with (1) H10 hurricane anchor by The Simpson Co., or an approved equal, unless otherwise noted. Anchor all rafters to ridge and hip rafters with A35 framing anchors (U.O.N.). 6. All joist hangers shall be HU-series (14 gage) heavy duty joist hangers by The Simpson Co. or equal. 7. All exposed wood framing shall be pressure treated (P.T.). 8. All exterior wall sheathing shall be 1/2" plywood nailed W/10d nails at 6" o.c. at panel edges and at 6" o.c. at interior studs, unless otherwise noted. 9. Plywood Nailing Requirements: a. Roof Deck: 8d nails @ 6" o.c. at all panel edges and at 6" o.c. at interior rafters and trusses, unless otherwise noted. b. Plywood Wall Sheathing_: IOd nails @ 6" o.c. at panel edges and at 6" o.c. at interior studs, unless otherwise noted. -1- 10. Abbreviations: U.O.N. unless other notes H.A. hurricane anchor S.T. strap tie T.S. twist strap J.H. joist hanger F.J. floor joists R.R. roof rafter G.L. gluelam beam F.A. framing anchor E.E. each end -2- vo QNL 3 � cid 6 CD Am 4m !tll. Fri- 67 i go (T 1 Q ' U �J Vo V • M` ci. 3 15 zap Q0 M N � � � 3 0 1 -_ x 3 v � � Irl � � � -� a `� r � � � � �� M �� V `► X J ��J' ,�, �' � � (�CL � t� �3� Q . � �� ,�� C, e 3 0 1 � I.n 2 � � P i � 3 �f �1 _.,. d� � �' �� 1 .9 v C1 Y V) S low 1 1 Qi' � � 3 u�l oe sY. Z f, � z Fn �., I N � � n It a ' J ONZ �,., � .� cl M M $ �o b' 5 � � N. J - �� v r � � Z i Z S CyJ S 1 3M . 70 wn � 01 AM a � � v 2 2 "� • i � � d� i , sal 4� L p � C� � V Jil �D o 3 J . N J � zz. I � 3 I I �• V s� M � M N � v s Q � . low c x m N N a 3 TI [ 1 r . rN v0 ` d' z-� 1,3 r zo o r yap W��S I J V 1: N C1 5 IS- 'f l N J/ S 1 0C IM0211 -17 .1 J ` 7 5 R i . -DO 6L ' J CQ 3 Y J � a. V N CA . -Z KtviV, J IX I Aw 21 �5�Lr 9 SS ctl loo's Su- �� L l�w vl CU Q Je i nap--,- Z- 8 4 TPN Go L-r Vie, NpIL. :Y1 �2� tea'"� x9 pLG • �Rw. -�r. (3M u Am 7-2� QX 8 _lz � a 7 � Nh �w h a a- J 1 l JUMIll�� -k-, c--J 4x a N2L d= �M �nw - haw�uT Ln�t�-oL lo ►µY yb„ Gow7T�. 4ok►4T HoTfc� t i?t tothT� .lT INL\e-tt OF 00 _ Tie. � 1• a � D �T�11. ..__ sk-19' t -� N oz M S M � ` a v3 � -. t� 1 1 1 � Z �n�/ /CITY OF 4& /.3 a#dw mclt-A;&ZLQCs Office of Building Official REQUEST FOR INSPECTION Date / _ Permit No. / 7 30? Time A.M. Received P.M. Job Address Locality Owner's s NameContractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing LI ` Rough Wiring Li Rough 1 Air Cond. & Re Roofing Ll Slab Ll Temp Pole L1 Top Out CL Heating Insulation ❑ Lintel [I Final Ll Sewer Ll Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday_ P.M. C� A.M. Inspection Mad ® — ` 9 /�� Inspector— Prec ion Certificate of Occupancy ❑ Date CITY OF 4&4a& /3e=A-994 ° Office of Building Official REQUEST FOR INSPECTI N Date j Permit No. Time A.M. Received PM. Job ress Lo alit Owner's Name —__Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring Rough C I Air Cond. & ❑ E ii Re Roofing ❑ Slab f 1 Temp Pole Top Out Heating Insulation ❑ Lintel Final Fl Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Thur Friday-_ _ A.M. Inspection Made — - ---------PM' Inspector Final Inspection Certificate of Occupancy Li Date ___ P�LAN rc 9 F�ORIOP OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE zs � 71Z THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the jobb will be accepted G1/c1611 1(1 5- 19141 ��. $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. CITY OF n/ Office of Building Official REQUEST FOR INSPECTION Permit No. D Date A.M. Time P.M. Received 9 �-- 7� � �� Locality Job Address Owner's Contractor NamePLUMBING MECHANICAL NCRETE ELECTRICAL 0 BUILDING Si Rough ❑ Air Heating & � tin Rough Wiring ❑ Heating Framing Temp Pole CI Top Out a J Sewer C] Fire Place Re Roofing Linte ❑ Final Pre Fab Insulation READY FOR INSPECTION M Tues. Wed. Thurs. Friday Mon. 6 Gy A.M. ` r � PM- Inspection Made Final Inspection ❑ ��— Certificate of Occupancy Inspector ❑ Date CITY ,/�OF & Office of Building Official EQUEST FOR INSPECTION / 0T / s — q--_—._-- Permit No. Date A.M. Time P. Received Ss L c lity Job dr ss Owner's ontractor _ Name PLUMBING MECHANICAL NCR E ELECTRICAL F Air Cond. & BUILDING Cl Rough Wiring L', Rough -; Heating Framing Di Temp Pole L', Top Out Fire Place Re Roofing _! Slab /{/\ Final iSewer Pre Fab Insulation C, Lintel READY FOR INSPECTION P Wed. Thurs. Friday Tues. Mon. � A.M. Inspection Made Final Inspection / — Certificate of Occupancy Inspector_ Date CITY OF /� � .�-- /nn3�- ?� w Office of Building Official REQUEST FOR INSPECTION yo 2 ` OV Permit No. Date A.M. Time P.M. Received Locality Job Addr k Owner's Contractor _ Name PLUMBING MECHANICAL BUILDING CONCRETE ELECTRICAL Air Cond. & ❑ Framing G Footing ❑ Rough Wiring Ci Heating Re Roofing ❑ Slab ❑ Temp Pole F_ Top Out L J Fire Place Insulation C Lintel U Final L7 Sewer Pre Fab READY FOR INSPECTION A.M. Wed. Thurs. Friday A.M. < < P.M. Inspection Made Final Inspection C Inspector Certificate of Occupancy L. Date P�1,ANlj�, FCOR��P OF . ss • • DATE,I► f�JOB ADDRESS ( /- J lS -9 s- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before job will be accepted rr L ,,,�he 4$:15:.00::::RE�INSP�ECTFEE It is unlawful for any Carpenter, Contractor, Buil r other persons, to cover or cause to be covered, any part of he work with flooring, lath, earth or other material, until the elproper inspector has had ample time of approve the After additions or corrections have been ,NG made, call 247-5826, Building einsp art- ELEC ment for an inspe are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. CITY OF 4& ��'r Office of Building Official REQUEST FOR INSPECTION / 3 2j Permit No. ----- — Date 4—�6- 15 Time F'M-.Received l ..�,•!"� _ __ Locality Job ddress f _ \ Contractor MECHANICAL Owner's — PLUMBING Name ELECTRICAL �,� Air Cond. & ONCRETE Rough Wiring Rough Heating BUILDING Top Out — Fire Place Footing Temp Pole �' Framing a Sewer Pre Fab Slab Final Re Roofing L Lintel °J Insulation READY FOR INSPECTION Friday -----PM _ Thurs. Wed. Tues. A.M. Mon. r� 7 Z' P.M. Final Inspection Inspection Made Certificate of Occupancy i/ Inspector Date CITY OF //( 4IG /3e=44 — Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received —RM. Job Add ssocality �� Owner's � � Name 4� racto`r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole i_I Top Out ❑ Heating Insulation Lintel ❑ Final [I Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. r A.M. Inspection Made ' _P.M. Inspector Gd�'v�— % _ Final Inspection E7, Certificate of Occupancy ❑ f Date CITY OF 4&4#d c Beac,4-Ilmt ' Office of Building Official REQUEST FOR INSPECTION / 7� _q Date Permit No. Time A.M. Received P.M. L✓L-''' Job Ad r C Locali Owner's Name or BUILDING CONCRETE 4 ELECTRICAL PLUMBING MECHANICAL Framing Footing F Rough Wiring Ci Rough L Air Cond. & ❑ Re Roofing ❑ Slab ``` /// Temp Pole 1 Top Out ❑ Heating Insulation n Lintel Final F I Sewer G Fire Place C IK Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. ��:Thu)r Friday A.M. Insoection Made �� 2 j P.M. ctor Final Inspection F1Certificate of Occupancy ❑ Date A� A11�� /CITY OF 4&ake /.5 eacA-99&Z*Qa Office of Building Official REQUEST FOR INSPECTION Date � Permit No. 1-7303 Time A.M. Received P.M. , Job A ress Lo lit Owner's Name Contractor _� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. .M. Inspecti ada In ector nspection Certificate of Occup c J f Date �Z. CITY OF j.� 911 Bim- 1,7 j ffice of Buildi Official -�� REQ EST FO INSPECTION Gf j f Date ` Permit No. Time 'j A.M. Received � J G/ RM. Job Address Locality Owner's � / Name Z� 4.'�,s Contracto S BUILD CONCRETEECTRICA } LUMBIN CAL Framing ❑ Footing ❑ Rough Wiring C1 Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REA R INSPECTION Mon. Tues. Wed. Thurs. Friday . T s 3 / A.M. Inspection Made PM. Inspector nspectio a Certificate o Occupancy C Date PILANTiC OR10P OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ® _ OF 02 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B`DG z I JOB ADDRESS S / PROPERTY OWNER . . PERMIT NUMBER / DATE INSPECTIONS: FOOTING 9 SLAB i 2- - b TIE BEAM LINTEL �' --2- - 9Wl 1 - / Z - / +-6 W 12--2 A-f V NAILING/SHEATHING FRAMING/COVER UP /- z 1 -1 INSULATION FINAL BUILDING _ 3 t `l CERTIFICATE OF OCCUPANCY -2- ELECTRICAL 2ELECTRICAL PERMIT# / -7 2- TP INSPECTIONS ROUGH FINALjd, y "J MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PLUMBING PERMIT# INSPECTIONS ROUGH/UNDER SLAB '2 -! TOPOUT /- DL ./ "r WATER/SEWER - FINAL NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 LOCATION INFORMATION Permit Number: 18540 Address; PERMIT INFORMATION 65 NINETEENTH STREET Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):3/4 Block: Section:0 Square Feet: Subdivision: NORTH ATLANTIC BEACH#3 Est. Value: Parcel Number: Improv. Cost: _ OWNER INFORMATION Date Issued: 7/21/1999 Name: DAVID L. EDWARDS Total Fees: 885.00 Address: 1500 ROBERTS ROAD Amount Paid: 885.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/22/1999 Phone: (904)247-8933 Work Desc: INSTALL 3/4" IRRIGATION METER CONTRACTORS APPLICATION FEES PUBLIC WORKS DEPARTMENT WATER METER/TAP 525.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 Inspections Required FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION__ BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. GkHBUAILD�11—�D—EPT. Date: r: UENDY __ Date: 7/21/99 81 Receipt: 8874874. ATLANTIC BEA Total Payment 6885.88 x, CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 D ` v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028816 Date 8/04/04 Property Address . . . . . . 65 19TH ST Tenant nbr, name . . . . . . REPL HEAT PUMP Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- EDWARDS, DAVE AIR SYSTEMS OF FLORIDA INC 2815 ST.JOHNS BLUFF JACKSONVILLE FL 32246 (904) 642-9700 ---------------- ------------------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 67 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 67 . 00 67 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 PERMTT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. B ICI BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: LOCATION OF Intersecting Streets:Between And BUILDING Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor Print AIR SYSTEMS OF FL Master Name of Property CAC058757 KENNETH ERIC CAVEND R Owner Signature of Owner / Signature of Or Authorized Agent 7�G� Architect or Engineer III. GENERAL INFORMATION A. ,Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? '(✓® El Oil ' ❑ Other-Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. WORK MECHANICAL EQUIPMENT TO BE NUKEial r Residential or _ Commercial INSTALLED ❑ New Building (Provide complete list of components on back of this form) '"Existing Building ❑ Heat _Space _Recessed _Central Floor po/'Replacement of existing system p" Air Conditioning: Room --Ce-n-M ❑ New Installation(No system previously installed) ❑ Duct System: Material Thic ❑ Extension or add-on to existing system Maximum capacityafm ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity spm ❑ Fire sprinklers- Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlifi_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency d HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency ;.<,3� CITY OF ATLANTIC BEACH .14' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5825 Application Number . . . . . 06-00034019 Date 10/04/06 Property Address . . . . . . 65 19TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------- Application desc METER CAN --------------------------------------------------- Owner ------------------------------------------- -Owner Contractor - ------------------------ ----------------------- DEAN RUSSELL CONSTRUCTION CO. COTHREN ELECTRIC 384 15TH AVENUE SOUTH 1139 N. 13TH STREET JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 241-4945 ------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . .00 Permit Fee . . . . 70 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/02/07 ----------------------------------------------------------- Fee summary Charged Paid Credited Due ---------- ------ Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i CITY OF ATLANTIC BEACH i; ELECTRICAL PERMIT APPLICATION Date: r Property Address: Owner: �- Telephone#• Contractor: I r ��'�I Telephone#:6�2 Contractor Address: �� / Fax#:C;Z/4//.�� Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: Cl Trailer Service: b other on this building is ❑ New Qr Residence ❑ Temp. ❑ New ��g done on this building �1 Old ❑ Commercial ❑ Signs ❑ Increase P rermit um�building ❑ Re-wire ❑ Addition Sq.Ft. ,tai Repair Conductor Size: AMPS: G'' COPPER Lj ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER6o0V OVER600V Transformers NO. KVA NO. KVA No.Neon Transf. Ea Si Miscellaneous e7 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• httn://www.ei.atlantic-beach.fl.us Revised 1/04 HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 04 2006 10:03AM Last Transaction Date Time Type Identification Duration Paces Result Oct 4 10:02AM Fax Sent 96654470 1:00 2 OK (Urfirtratt Of (orrupancu (pity of Atlantic SCRO — +Nlorido EtPu t ad jof Nuilding havatinn This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg,Permit No. 17308 Group w.frame Type Construction sf Fire oistr;ot Atlantic Beach Owner of Building David L Edwards Address 65 19th Street Builth resp65 19th Street Locality Atlantic Beach, FL 32233 ,�-t By: DON C. FORD Building Official'-- Date: POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BE4CH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: �2 -a r Building Contractor : Building Permit Number : Legal Descripr_ion Improvements to the above described property have been completed in accordance with the terms of the permit and is cert-ified to be ready for cccupancy as Lowest Floor Elevation : required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works 2 2- fJ' 2,2- el' Building (2:7 'Z FLOODPLAIN D„EVJ;OPI ENT mogMaTTO`N Location:: La 1 7c"-%� C I c1�r�h 1 Type of Development: Flood Zone: Required Lowest Floor Elevation: ` If building is located within a flood hazard zone, 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. CON QY1ENTS: Applicant Acknowledgment: 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 affecting the propos development. Date Applicant's Signa c---5 Department Use: Required Lowest FIoor Elevation •4s Built Lowest Floor Elevation J 3.c) 3 Survey Filed with Building Department r� Building Department Reprehentative DEAN RUSSELL CONSTRUCTION INC. 384 15TH AVENUE SOUTH CMM 9,` SELL JACKSONVILLE BEACH, FL. 32250 tomtru7on ; 7 241 -3334 FAX 241 -2028 :'kk:`"ra�'�>`� S-:K;'t .;;:;H�+:sc�;t�,o�i':<;a::.:na.,«: :;.y,.;�:: ...� ..t,�,r ..w. .{2 »:•rr,:..eq'.� ;,ii>x•-.� t,..,. :;exva,,..t, ��'�r" :`^:5:% 'sr•::;Yx{;, Y:iza�#,*' �� ••�', #€��Y;�#�, '��'�.z� a ::tra.xh:a:;... .� s< `'� ;� '^��`3�,=ar�7��f��,`,t„`.�F<,,b� ��,a::• tr�.>t�r. a�>rf �:�f : „< 3.if� j 's��::: u_ ,4r `�:N••a "ib'.»^"?'�';ttt��:.k�: ��t+•.�i�t��'' t}t>. tt � y, .t�}''' .f,, `:. k. ` i,>< ;tt`:,;•:g; :..;;o.,.;».;:'..v:.;:.:.>,.. .,::e.......,.,...,..�..::....,....•:..•::;::+.:.... >...3,::.3?�3i:3°`'i�:.>.> ..+.>..�,.s�•S,>..>,� f3 :F... > > +>,Y,.n To: Fax: ZY / ^ de5oSf 5. yt�..O nn(� �Phone : c-J '7 ,>-g-F5 � From: �l�Y� Date: �'. "Z,Z • / Re: f_ As� G 'gyp. �T Pages: /� } : Urgent> r Rtview C3 Please Comment C3 Please Reply CJ Please Recycle Nous: 77 77- s Time- Day : ime:Day _ TOO O ZSM00 glassad NVaQ 8ZOZ T6Z 606 IVA 8T:LO Hill 66/ZZ/90 CITY OF AW4at& Te4d - 57&Ui ea 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233-5445 �~ TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 6 - a 5�---,F� Pleaselbe advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 17 '75ue�2- 173 0 ,? 5 rel , Building Department CITY OF ? 7 o Office of Building Official REQUEST FOR INSPECTION ( -7 Ct / 5 Permit No. Date Time Received Q > 1�� 5 I � 4` Locality Job Address � Owner's �CA¢�j txl o r z�-�— /� CONCRETE ELECTRIC LUMBING ECHANIC f' h BUILDING ❑ C ond. & Footing ❑ Rough Wiring oug Air Framing ❑ Temp Pole ❑ Top Out Heating Re Roofing ❑ Slab ❑ Sewer ❑ Fire Place ❑ Insulation ❑ Lintel Ci Final Pre Fab READY FOR INSPECTIO A.M. Wed. Thurs. Friday Mon. /Tues. Q l � .�� Inspection Mad Final Inspection 11Inspector Q�-�L- Certificate of Occupancy ❑ Date TRANSMITTAL /DOCUMENT FOR JEA DATE : ��- ` 61, 9 The following permits have passed "rough" inspection: Permit No. Address 0 �R- c: seY:c�:t:�3x�c� x: �a ess:t mac:;at�ex pata. s. Please update your records accordingly. 2Tha y . UILDI, G CER �� CITY OF ATLANTIC BEACH /vcb PROPJMTY 1z5CRz'T1ON Ll # ; Lot # RECEIVE® %�� Block Sect # i.-ora fin r A' �Sr�� -"�"'� Subdivision: n . A Street Name �� 39SCR�TICK of umm OCT, 6 1998 or Address: .� (If in a FLOOD HAZARD City Of Atlantic Beach Flcod Zone: X area complete page 3) Building and Zoning Brief t 1. 2 k oFc.C Class of Work: (New/ Remodel/Addition: Z01933IG 11 FM.TTCV Type of Construction: Zoning Proposed District: Use: Estimated Value $ 1 bo icon Exceptions or Variances Materials: !�j.ke-A,rn a;-( Granted: Solid or Filled Ground.: Roof: �t 12 C—V''^`�1--rZ Method of Heating:_ A-tu -.e, A=XZ O0M 1?L" 1> Property Owner: -a7--, Phone: 2.L-1-7 "ZJ9 3 � Mailing Address _►�G� Zip: IIahORNLTXON Cantractoz: —rf: � Phone. - 1�. l 33-34-! Mailing Address: =ke, t I5 ri— Zip Expiration STATE LICENSE NO: 0(0 1 O Date:` ,43C-v 3► '2GO�j I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, OnDINANCES, OR LAWS IN ARTY MANNER, INCLUDING THE GOVERNING OF C'ONSTRUC71ON OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature �LJ1� DATE / (p Contractor Signature_X—a— 912:� DATE le) SWORD] TO D SUBSCRIBED BEFORE BY fl w, �Q C THIS l�Jt DAY OF 19 9y'. '1ZV1 )f'1qt&4 NOTARY PUBLI .� "'fel BEVERLY 0.BUNN 2 elCOMMISSION#CC747W4 �� EXPIRES JUN 03,2002 ♦10F N Awww[ r' FLOWA MOW _ I 17591 ' DEPARTMENT OF BUILDING CITY QF ATLANTIC BEACH ISM T ' INFORMATION I ON - LOOA ,ION I PQRMAT I ON w A d + . t#3 .« I, 11, rm t' urs r: A dr berm 'Type,1�41CRAlY1C ..=<. ATLA TIC BEACH, FLORIDA 32233 c W k` s. ..: LE AL DESCRIPTION ---------- 'lass .-_- - onstr Type».WOOD FRAME Black; Lot : 3/ 4 Twp: 0 Propos d Use"SINGLZ FAMILY Section'. Subd: Rng: D e ling$, 0 Subdivision:NORTH ATLANTIC BEACH #3 Est . value*. Impiov". Cost: 0 �00 1 Tota Fe � 51.(ID D , Work D c: HtAT AND ATR M A" KATION FEES -------- 51,00 -. . 4 T. . awe: . I F ERNtT 51,DD j, a ur ' 7ealwaa a ' _ O 'L 322 Phone: X04 3 CONT CT FO TIO�I�� ami", iii�` Y";BTU Mrd 51.E ST. SUS O L 1*4 RSDA 32216 r NOTES: . I NOTICE .IA CTIQNS I UST ESE REQUESTED AT LEASt 24 HOURS PRIOR TQ INSPECTit?N i BUILD G MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT B PLACED IN PUBLIC SPACE,AND MUST BE CLE ED UPAND HAULED AWAY BY Bid HER CONTRACTOR OR OWNER LURE TO COMPLY WITH 'THE. MECHANICS' LIEN. LAW CAN RESULT IN THE PROPERTY t, W IES PA`�ING TWICE FOR BUILDING IMPRt�VEM1=NTS." IS AGCORDINt TO APPROVED PIANS WHICH ARE PART OF THIS PERMIT ANC? SUBJECT TO REVD?ATI? I FOR V IC3N OF APPLICABLE PROVISIONS OF LAW. r }ra..l mus ATl. %N BEACH BUILDING DEPARTMENT Int By. 17480 DEPARTMENT OF BUILDING CITY'>OF.ATLANTIC BEACH • ERIwlIT INFOR14ATION _ •--- - LOC ION T1iORMAT'ION -------- Permit it to ber 17480 A dress: 5 NINETREENTH STREET Perm t type PLUMBING ATL NTIC BEACH, FLORIDA 82233 ss N rk NEN ,•�.-� --- L GAL DESCRIPTION -.,--- _--- Con t . Type.*WOOD MAKE B 1 ot7k d LCrt ,• / Twp � Pi opo ed Use»SINGLE FAMILY Beynon 0 Subd; Rng 7 Dw I1in4 r Q 8ubdivisio NORTH ATLANTIC BEACH #3 Est Value, 0-.00 Impr . Cost : D.D TotoI Fees, 64.00 Amu t P `d 64.00 Tia `e Pa X398 6 r k Disc I TI NEN ROME OH ,. n .w: ;AP LICATIO FEES ame: 64.60 A FL 32250 A, p s6} 'au ° Clef v ON , I 14AT10141, ._ .. Name n .w-. R COQ dd ti �Axt ACKSO"vI CH,FL �32,240-1558 , i Lic: r� " at41" NOTES: i E k y f 1 NOTICE- INSPECTIONS MOST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION x BUILD NG,MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT B PLACEDIN PUBLIC SPACE,,AND MUST BE CLEAf ED UP ANI)HAULED AWAY BY EITHER CONTRACTOR OR OWNER "F L.URE TO COMPLY WITH THE M�CHANICV SEN L.AW CAN RESULT IN , T PROPERTY C)WM�R PAYING TWICE FOR E UI �IIVG �MPROV'�n�iEN`rS.$9 JSSUM ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR � 13RA fON OF APPLICABLE PROVISIONS OF LAW. ATLA EACH B LDIN DEPARTMENT By: t c Apr-01 -97 11 : 53A P . 01 CITY OF ATLANTIC BEACH APPLICATION FOR PL�U''MBING PE 1IT JOB LOCATION: 1 I ' OWNER OF PROPERTY: ("_p til IC�&0 PLUMBING CONTRACTOR: F.W.Fair Plumbing Co. P.0.13.51558 CONTRACTOR'S ADDRESS: Jax.Beach,FL 32240 STATE LICENSE NUMBER: D, TELEPHONE:- 7 // HOW M,Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS � LLAVATORIES WATER HEATERS BATH TUBS / DISHWASHERS URINALS _DISPOSALS ^CLOSETS _j__WASHING MACHINES FLOOR DRAINS SHOWER PANS 0TH R TOTAL FIXTURES: ::� X 3.50 + $15.00 MINIMU`F PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. CITY OF TIANTIC BEACH PERMIT CALCULATION SHEET Address Heated Sauare Footage ty, cd Der Sq ft = S Garaoe/She6 $_p e r s,q E r S per sq - 7,=T - C, (ci S er Sq =t T Tk T '71 7 C1 1 00 too Tctal Aluatleo 1st Remaining Value 00 per thousand 0� rortion thereof TOTAL BUILDING FEE + Filing FeE- Firer,laces @ $15 . 00 BUILDING PERMIT FEE S WATER IMPACT FEE SEWER IMPACT FEE ---P-WtTER METER/TAP CAPITAL IMP C I 1i ROVEMENT TO T z IF F.AD' N C, SECTION H PAVING KYDRAULIC SHARES S CR0,cS 'CONNECTION 00 ,'1 0 -,C) 9,? ,? SURCHARGE . 0U OT-HER $ GRAND TOTAL DUE -7 ADDITIONAL PERMITS OR FEES : M e-ha P.1 C a I P1 umb i n g F-I --C"r 2.C'/NeW E 1 ec z r i c/* T emr. Swir-,imingpool S e p t I c T a r.,.K si,-:m Finish Floor Elevation Survev Other CALCULATIONS and/ or NOTES : #SSR-3844 170 M 'DEPARTMENT OF BUILDING CITY OF ►TLANTIC BEAOH i' RIIT INFORMATION .._� ._ LOC IiP'OIMATIC3N, --_ ._._, rmit Number: 17308 A dress : 65 NINETEENTH STREET Permit Type:BUIL'DING ATL NTI_C BEACH, .FLORIDA 32233 lass f Work:'NIIW --_,"-_�� LEGAL DESCRIPTION _ ----- "Const , '' p ,.WOOD FRAMEBl ask: Lot: /4 Twp* t3 Prop ped Use*.:SINGLE FAMILY Section:' 0 Subd: Brig fl Dwellings : 0 Subdivision -,NORTH ATLANTIC BEACH #3 Esta Value 0 .00 ImproN - Cost'. 180,000 .00 Tota 1 Fees ; , 279.1.9 Amour t Ps X9. 19 Dal a Pa `` 998 �r S HSP 1 //y�yy�+{{{}�j��' }}y� e p �yry� FAMILY ♦y�. Ap+{F ,may* �}ys+lM4�' 11y�yp� yyyy��{y+ oi!± slc_R `IN GLI FAIlI.iri rl iM.Y h' JF L1E M NIiFM1 O N ws AP I,yI'C,AT I ON FEES Q0 ' YJ� Bb dd ATER IMPAC FEE 510.1313 A FL 322513w,� EWER jj4PA EE ,'25{I "00 i W � .r'f "r °.. ✓, '' lblw - C614 TT,ON 4--__— ADQN CAB 5 0.00 Name: EAI SS 1�, 7TRUCTi Co APITAL IMPROVER 325.06 . �� . u�..,,o- ma� EWER TA, : a ACRSONVIIL EACH : FL 32250 ROSS CONNECTION 35.00 Lig Isr 1.4 Earp: / / EG H IMPAC FEE. 0.00 yP ONST.SURCHARGE 7 oI NOTES: Y I1 NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPEc iQN BUILD► G MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEAF ED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "F LURE TO. COMPLY WITH THE MECHANICS' JEWLAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPRVEMENTS." ISSUED ACCORDING TO APPROVED FLANS WHICH ARE BART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR motA noN OF APPLICABLE PROVISIONS OF'LAW, pp_ratdp 3LMIER j Total Poy*4 279,I ATLANI ICZEACH BU LDIN DEPARTMENT By:, CITY OF ti Office of Building Official Q j REQUEST FOR INSPECTION Date - lP Permit N Time A.M. Received P.M. Iq cality easLo/ Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing El Footing ❑ oug i Rough ❑ Air Cond. & ❑ Re Roofing 11 Slab ❑ Temp Pole Top Out 11 Heating re Insulation ❑ Lintel ❑ Final ElSewer ❑ Plre Fabce El READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made © � 2� P.M. �. Final Inspectxcc.p.ncy Inspector Certificate of ❑ Date DATE./ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32`02 THE FOLLOWING FINAL INSPECTION! S> HAVE BEEN MADE AND ARE SATISFACTORY : 73�s'. S /�= C ------------------------ --------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc : FILE CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DE.*tAND FOR EAC2 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _ BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) Z WATER CLOSET WATER CLOSET, TANK OPERATED (4) Lr VALVE OPERATED (8) BATHTUB/SHOWER (2) • URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (I) LAVATORY (1) / COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (5) 1 DISHWASHER (2) Z WASH SINK EACH SET OF V KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCM SINK WITH WASTE DENTAL UNIT OR CUSPIDOR ? GRINDER (3) / CUSPIDOR (1) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET LOWOUT (2) DRINKING FOUNTAIN (1/2) B LAVATORY, BARBER/BEAUTY "/ SHOP (2) LICE MAKER (I/2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS S ' J $20.00 EACH ; �G JOB INFORMATION Department of Community Affairs SN: 7338 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: EDWARDS RESIDENCE 1BUILDER: DEAN RUSSELL AND ADDRESS: (PERMITTING JCLIMATE (OFFICE: ATLANTIC BEAIZONE: 11_1 21_1 31_1 OWNER: JPERMIT NO. 1JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft. ) 5. 1838.00 6. Predominant eave overhang (ft. ) 6. 2 .00 7. Porch overhang length ( ft. ) 7 . 4 .00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 435.00sgft b. Tint, film or solar screen 8b. O .Osgft 0.00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 15-6.00 ft b. Wood, raised (R-value, area ) 9b.R=11 . 00 , 300 .00 sqft 10.Net Wall type area and insulation: a. Exterior: 1 . Concrete (Insulation R-value) lOa-1 R= 0 .00, 165,00sgft a. Exterior: 1 . Concrete (Insulation R-value) 10a-1 R= 5.00, 878.00sgft b. Adjacent: 1 . Concrete (Insulation R-value) l0b-1 ,R= 0 .00, 366.00sgft b. Adjacent: 1 . Concrete ( Insulation R-value) l0b-1 R= 5.00, 86.00sgft ll .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=19.90 , 486.00sgft a. Under attic (Insulation R-value) lla.R=30.00 , 70S.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 14 .50 14.Heating System: 14 . Type: Heat Pump HSPF: 8.00 15.Hot water system: 15. Type: Electric EF: 0. 88 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17. Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . -98.08 a. Total As-Built points 19a. 30979 . 80 b. Total Base points 19b. 31584.77 ------------------------------------------------------------------------------- ---------------------1►--------------------------------------------------------- I Hereby certify that the plans and 1 Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance w' the 1 compliance with the Florida energy Florida Energy Co 1 Code. Before construction is completed 1 this building will be inspected for PREPARED BY: � 1 compliance in accordance with Section DATE: -/- 1 553.908 F.S . 1 I hereby certify that this building is 1 in compliance with the lorida Energy 1 Code. T- p . 1 C' OWNER/AGENG�-�tiJ 1 BUILDING OFFICIAL: DATE: T . 1 DATE• - ' ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** _ ssssasasasas:aaasamesaanasaaasaeas=aaanaanaenaaaana=aaaaanaa=as=aaa==saaaaaaCHECK COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE ssssssaasaasassaaassaas=anaaaananaanaaaeaannnanaannaaa=aansaaansaaaaosaaaassaea PRACTICE #1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES_---------- P -------------------------------------------------- Windows 606.1 Maximum of 0.34 CFM per linear foot of o arable sash crack ( includes sliding glass doors) . ----------------------- ------------------------------------ Exterior & 606.1 Maximum of 0. 5 CFM per sq. ft. of door area: solid core, wood panel, insulated or glass doors only. Adjacent Doors _-----__ ______ 606.1 - To be caulked, gasketed-_weather-stripped or other- Exterior Joints ' & Cracks wise sealed. ------------- -------------------------------- ----- ______-------------------------------------------- 1 AND THE FOLLOWING: PRACTICE#2 606.1 COMPLY WITH PRACTICE # ------------------ -_____ --------- Exterior- ___Walls -606.1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or_sealed__ ___ _ _ ------- Exterior Walls 606.1 Penetrations, joints and cracks oil interior surface & Ceilings caulked, sealed or gasketed.--------------- ----------- ---------------------------------- --rrr - ---__---606.1 Ductwork in` Ductwork unconditioned space must be sealed. --------- --------------- -------------- - -------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors an ue dampers. ____ _ __ Exhaust Fans ---- 606.1 - Equipped with dampers. Combustion devices see 606.1.A. 2 . _ _ _ _ _ Combustion 606. 1- Combustion space-and water heating systema provided Heating with outside combustion air, except direct vent appliances. ---------------------- ** ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by----------all-residences_)-- -- -r-rrr r--r rr r r r r r rrrrirrrrr.r-rrrrr--r- ----------- Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch clearly mustbeprovided. Externalorbuilt- lrdcircuit bec or cutoff (g in heat trap required. -------- ------- ------------------------------------------------ Swimming Pools 612.1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. -------- ------- rrr-r-r------rrrrr-r---rrr---rrr r r----------- -more than 3 gal- lons Shower Heads 612.1 Water flow must be restricted to no per minute at 80 PSIG. ---------------------------- Air and Distribution 610.1 chamberssshallfittings, mechanicallymechanical attached,�tsealed, ins- Systems ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ____-rr- ------------------------------------------------------ ----------- HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. --- -----------------------------w--------- r-rr--rrr--rrr-rrr---rrr------rr Insulation 604.1----Ceilings minimum R-19. Common Walls - Frame R-11 or 602.1 CBS R-3 both sides. Common ceiling & floors-R_1-_ - ---_ SUMMER CALCULATIONS BASE __= 1 =_= AS-BUILT GLASS---------------- 1 ORIEN AREA x BSPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 155.00 65 .8 10199 .0 1 DBL CLR N 106 .0 38. 3 .73 2977 .2 1 DBL CLR N 49 . 0 38 . 3 .84 1579 .9 E 50 .00 65 . 8 3290 .0 I DBL CLR E 50 .0 79 . 7 .82 3258.8 S 190. 00 65 . 8 12502 .0 1 DBL CLR S 24 . 0 66 .2 . 31 492 . 5 DBL CLR S 36 .0 66.2 . 52 1239 . 3 DBL CLR S 40 .0 66 . 2 . 71 1871 . 3 1 DBL CLR S 21 . 0 66. 2 . 71 982 .4 DBL CLR S 69 . 0 66 . 2 .71 3227.9 W 40 .00 65 . 8 2632 .0 1 DBL CLR W 40 .0 79 . 7 .89 2844 . 4 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS ------------------------------------------------------------------------------- . 15 1, 838 . 00 435. 00 . 634 28, 623 .00 18, 141 . 06 1 18,473. 70 ------------------------------------------------------------------------------- NON GLASS------------ 1 AREA x BSPM = POINTS 1 TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------ WALLS---------------- I Ext 1043.0 . 9 938 . 7 1 Ext NormWtBlock In 5.0 878.0 1 .00 878.0 1 Ext NormWtBlock In .0 165.0 2 .20 363.0 Adj 452.0 .7 316.4 1 Adj NormWtBlock In .0 366.0 1 . 10 402.6 1 Adj NormWtBlock In 5 .0 86 .0 .70 60.2 I DOORS---------------- 1 Ext 20 . 0 6 . 1 122 . 0 1 Ext Insulated 20 .0 4. 10 82.0 Adj 16 . 0 2 . 4 38 . 4 1 Adj Wood 16 .0 2 .40 38 .4 CEILINGS------------- UA 1008. 0 . 6 604 . 8 1 Under Attic 30 .0 708 .0 . 60 424.8 1 Under Attic 19 . 0 300.0 1 . 10 330 .0 Under Attic 19 . 0 186 .0 1 . 10 204.6 FLOORS--------------- 1 Slb 156.0 -37 .0 -5772 . 0 I Slab-on-Grade .0 156 .0 -41 .20 -6427 .2 Rsd 300 .0 -4. 0 -1197 .0 1 Rsd Wood Adjacent 11 .0 300.0 .70 210.0 i INFILTRATION--------- 1838.0 8 .0 14704 .0 1 Practice #2 1838.0 8.00 14704.0 TOTAL SUMMER POINTS 1 27, 896 . 36 1 29, 744. 10 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 27, 896 . 36 .37 10, 321 . 65 1 29, 744. 10 1 .00 1 . 100 . 240 . 860 6, 753 . 10 ------------------------------------------------------------------------------- WINTER CALCULATIONS BASE __= 1 =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 155.00 -10 . 6 -1643 . 0 1 DBL CLR N 106 .0 7 .3 1 .40 1085 .9 1 DBL CLR N 49 .0 7 . 3 1 .23 440.8 E 50.00 -10 . 6 -530.0 1 DBL CLR E 50.0 -9 . 2 . 51 -233. 4 S 190.00 -10 . 6 -2014.0 1 DBL CLR S 24.0 -28 .4 - .40 272 .6 1 DBL CLR S 36 .0 -28.4 .46 -466.9 1 DBL CLR S 40. 0 -28 .4 . 81 -916.4 DBL CLR S 21 .0 -28.4 .81 -481 .1 DBL CLR S 69 .0 -28 .4 .81 -1580 .7 W 40 .00 -10. 6 -424.0 1 DBL CLR W 40 .0 -9 .2 . 70 -257.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS ( POINTS ------------------------------------------------------------------------------- . 15 1,838.00 435. 00 . 634 -4,611 .00 -2,922 .42 1 -2, 137.02 NON GLASS------------ I AREA x BWPM = POINTS 1 TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- I Ext 1043.0 2 . 2 2294 . 6 1 Ext NormWtBlock In 5. 0 878 .0 5.70 5004.6 1 Ext NormWtBlock In .0 165 . 0 11 . 20 1848.0 Adj 452 .0 3 . 6 1627 . 2 1 Adj NormWtBlock In .0 366 .0 6 .80 2488.8 1 Adj NormWtBlock In 5 .0 86 .0 4.20 361 .2 DOORS---------------- Ext 20.0 12 .3 246 .0 1 Ext Insulated 20 .0 8.40 168.0 Adj 16. 0 11 . 5 184 .0 1 Adj Wood 16 .0 11 .50 184 .0 CEILINGS------------- UA 1008.0 1 . 2 1209 . 6 1 Under Attic 30.0 708.0 1 .20 849.6 1 Under Attic 19 .0 300.0 2 .00 600.0 I Under Attic 19 .0 186.0 2 .00 372 .0 FLOORS--------------- I Slb 156 .0 8 .9 1388. 4 1 Slab-on-Grade .0 156.0 18.80 2932 .8 Rsd 300.0 1 .0 288. 0 1 Rsd Wood Adjacent 11 .0 300.0 3.60 1080.0 INFILTRATION--------- 1838.0 7 .4 13601 . 2 1 Practice #2 1838.0 7 .40 13601 .2 TOTAL WINTER POINTS 1 17, 916.58 1 27, 353. 18 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 17,916 .58 . 55 9, 854 . 12 1 27, 353 . 18 1 .00 1 . 100 .426 1 . 000 12, 817. 70 WATER HEATING BASE _-_ __= AS-BUILT -------------------- NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409 . 00 50 .88 1 .000 3803.0 1 .00 11, 409 .00 SUMMARY BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 10321 . 7 9854 . 1 11409 .0 31,584. 77 6753 . 1 12817.7 11409 .0 30,979 .80 ------------------------------------------------------------------------------- ***************** * EPI = 98.08 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 1 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear i -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value. . . . . . . . . 30 . 0 R-10 I ___________________ -R-30 xl Wall R-Value. . . . . . . . . 5. 0 R1 --------------x-_----- I I J R-0 R-19 Floor R-Value. . . . . . . . . 11 . 0 ----------- J AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 14 . 5 1 ------------X-------- J HEATING SYSTEM. . . . . . . . . . . . . . HSPF Electric HSPF. . . . . . . . . . . . 8. 0 6.8 ---- 12.0 WATER HEATER. . . . . . . . . . . . . . . . Electric EF. . . . . . . . . . . . . . 0'88_ 0.96 0.88 JX- ------------------ 1 Gas EF. . . . . . . . . . . . . . 0.00 0.54 0.901 -------------------- I Solar EF. . . . . . . . . . . . . . 0.40 0.80 --------------------- OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. �{�j Builder Address: 3"L"� /�""-AJ r.'-' �j Signature: Date• lC' g City/Zip3225 N . Florida Energy Code for Building Cons r tion - 1 93 Florida Department of Community Affairs FL-EPL CARD93 ` f SERIAL # 7338 * ResmanuJ(c) * 10-01-1998 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES ------ - (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) -------------------------------------------------- PROJECT :EDWARD RESIDENCE ADDRESS CITY : OWNER BLDG CONTR :DEAN RUSSELL HVAC CONTR :AIR SYSTEMS, INC. Cond Flr Area: 1838 SF * GLASS/SF RATIO = 23. 7% * House Faces: North * Climatic Conditions & Design Conditions * ----------------------------------------------------- Geographical Location : Florida I Jacksonville ----------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb I 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoor Summer Relaltive Hum. 50% Indoor Summer Design Gr/Lb. I 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - M Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel ) Temp.Diff. (sTd) I 20 Deg. F --------------------------------------------------------- * HEATING SUMMARY * 1 .DAT * COOLING SUMMARY * SUBTOTAL 43089. 44 ( STRUCTURE SENSIBLE 24173 .00 IMECH.VENT- 0 Cfm 0 .00 ISENS. + MECH.VENT : 24173. 00 ITEMP.SWING @ 3 DEG. : 1 . 00 JOCCUPANT/APPLIANCE 3000.00 DUCT LOSS 2154.47 EDUCT GAIN 2717 . 30 TOTAL LOSS/BTUH 45243.91 NOTAL SENSIBLE 29890 .30 TOTAL LATENT 4448 . 23 SENSIBLE + LATENT34338.53 20% OVERSIZE FACTOR 9048. 78 120% SENS.OVRSZE FTR: • 5978. 06 ACTUAL + 20% OVERSIZE: 54292.70 ( SENS. + 20% OVERSIZE: 35868 .36 * EQUIPMENT SELECTION * EQT MANUF CU MOD # AHU MOD ## HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE NOTES: L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh G L A S S North Double Clr Roller Shade 1 106.00 3074 .00 2120.00 North Double Clr Roller Shade 1 49 . 00 1421 .00 980.00 East Double Clr Roller Shade 1 50.00 1450.00 2950.00 South Double Clr Roller Shade 1 24.00 696. 00 744.00 South Double Clr Roller Shade 1 36.00 1044.00 1116.00 South Double Clr Roller Shade 1 40 .00 1160.00 1240.00 South Double Clr Roller Shade 1 21 . 00 609 .00 651.00 South Double Clr Roller Shade 1 69 . 00 2001 .00 2139.00 West Double Clr Roller Shade 1 40.00 1160.00 2360.00 Infiltration : Winter Htm ( 18. 64 ) x 435.00 8108.40 Infiltration : Summer Htm ( 4.3 ) x 435.00 1870.50 W A L L S------------- R-Value Area Loss/Btuh Gain/Btuh ------- ---------------------- --5----- ------------------- N/W C.B. - Int Insul - Ext. 878.00 5092 .40 2019 . 40 N/W C.B. - Int Insul - Ext. 0 165.00 3366.00 1369.50 N/W C.B. - Int Insul - Adj . 0 366.00 3952 .80 1500. 60 N/W C.B. - Int Insul - Adj . 5 86 .00 619 .20 240.80 --------- --------- --------- SUBTOTALS: 1495.00 13030.40 5130.30 D0 0 R S----------------- ----0------------------------------- ---------------- Insulated Core/Metal - Ext 20 .00 354 .00 90.00 Solid Core/Wood - Adj . 0 16.00 355. 20 57 . 60 Infiltration :Winter Htm( 18 . 64 ) x 36.00 671.040 Infiltration :Summer Htm( 4. 3 ) x 36.00 154.80 --------- --------- SUBTOTALS : 36.00 1380.24 302 .40 CE I L I N G S---------------------------------------------------------------- Under Attic 30 708.00 920.40 1062 .00 Under Attic 19 300.00 630.00 690.00 Under Attic 19 186 .00 390. 60 427.80 --------- --------- --------- SUBTOTALS: 1194.00 1941 .00 2179 . 80 FL 0 O R S-------------------------------------------------------------------- Slab on Grade 0 156.00 Lin.Ft. 5054.40 000.00 Raised Wood - Adjacent 11 300.00 Sq.Ft. 960.00 390.00 --------- --------- SUBTOTALS: 156.00 Lin.Ft. 6014 .40 390.00 SUBTOTALS: 300. 00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE --------------------------------------------------- 43089 . 44 24173.00 -------------------------------------------------- **INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** sssssssssssssaassassasmnasaasa+iaeaa�asstassaas3aas�caaaaa.saaassaaaaasaaaasassxam COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ssssssesssspaaesmmaaatsiCRaa`3@CCaa'J`=seaa-aaaae�a93amaia"iaam3aaaa.3asaaaCamaaaas:ass PRACTICE 01 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606.1 Maximum of 0. 5 CFM per sq. ft. of door area: solid . Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606.1 To be caulked, Basketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606.1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: -- -------------------------------------------------------...------------------- Exterior Walls 606.1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. -------r----------------------------------------------------------------------- Exterior Walls 606.1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------ DuctWork 606.1 Ductwork in unconditioned space must be sealed. ---------------------------------------------------------------------------- Fireplaces 606.1 Equipped with outside combustion air, doors and flue dampers. -------------------------------------------------------------------------------4 P Exhaust Fans 606.1 Equipped ed with dampers. Combustion devices see 606.1.A.2. ----------------------------------------------------------------------- ------- Combustion 606.1 Combustion space and water heating systema provided Heating with outside combustion air, except direct vent appliances. -r-r-rrr---------------------------------------------r------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** -..---r--rr-----------A---r----------------------------------------------------- Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612.1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------:--r---r-------------r----------rr-------------r-------------- $hower Heads 612.1 Water flow must be restricted to no more than 3 gal- ions per minute at 80 PSIG. ------------------------------------------------------------------------------- 'Air Distribution 610.1 All ducts, fittings, mechanical equipment and plenum :Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------! Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. . .�r----r----rr---r------r--------r----r------r-----r----W-----r--------------- Iasulation 604.1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602.1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE __= I =_= AS-BUILT ----------- ---------------------------------------- ------------------ LASS---------------- I ORIEN AREA x BSPM = POINTS- --- ITYPE SC ORIEN AREA x SPM x SOF = POINTS - -------------------------------- N 155. 00 65.8 10199.0 1 DBL CLR N 106 .0 38.3 . 73 2977.2 E 50.00 65.8 3290. 0 1 DBL CLR E 50.0 79. 7 .82 3258.8 S 190.00 65. 8 12502 .0 1 DBL CLR S 24.0 66.2 .31 492 .5 1 DBL CLR S 36.0 66.2 .52 1239.3 i DBL CLR S 40. 0 66.2 . 71 1871.3 1 DBL CLR S 21 .0 66.2 . 71 982.4 1 DBL CLR S 69 .0 66 .2 . 71 3227.9 W 40.00 65 .8 2632 .0 1 DBL CLR W 40. 0 79. 7 .89 2844.4 --------------------------------------- --------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS ------------------------------------- . 15 1,838.00 435.00 . 634 28, 623. 00 18, 141 .06 1 18,473. 70 -------------------------------------- NON GLASS------------ AREA x BSPM = POINTS 1 TYPE R-VALUE AREA x SPM = POINTS ------ -------------------------------------------- WALLS---------------- I Ext 1043.0 .9 938. 7 1 Ext NormWtBlock In 5.0 878.0 1 . 00 878.0 1 Ext NormWtBlock In . 0 165.0 2 .20 363.0 Adj 452 .0 . 7 316.4 1 Adj NormWtBlock In .0 366.0 1 . 10 402 .6 1 Adj NormWtBlock In 5. 0 86.0 . 70 60.2 I DOORS---------------- I Ext 20.0 6. 1 122 . 0 1 Ext Insulated 20.0 4. 10 82.0 Adj 16 .0 2 . 4 38 .4 1 Adj Wood 16 .0 2 .40 38.4 CEILINGS------------- UA 1008.0 . 6 604. 8 1 Under Attic 30.0 708. 0 . 60 424.8 1 Under Attic 19 . 0 300.0 1 . 10 330.0 Under Attic 19 .0 186.0 1 . 10 204.6 FLOORS--------------- I Slb 156.0 -37.0 -5772 .0 1 Slab-on-Grade .0 156.0 -41 .20 -6427.2 Rsd 300.0 -4.0 -1197.0 1 Rsd Wood Adjacent 11 .0 300.0 . 70 210.0 INFILTRATION--------- 1838.0 8.0 14704. 0 1 Practice ##2 1838.0 8.00 14704.0 TOTAL SUMMER POINTS 1 27,896.36 1 29, 744. 10 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULTPOINTS-- I-COMPON RATIO MULT MULT MULT POINTS -- ------ ---------------------------------- -------------- 27,896.36 .37 10, 321 . 65 1 29, 744. 10 1 .00 1 . 100 . 240 . 860 6, 753. 10 WINTER CALCULATIONS BASE _-= 1 =_= AS-BUILT ------------ GLASS---------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ----------------------------------------------------- N 155.00 -10. 6 -1643.0 1 DBL CLR N 106.0 7.3 1 .40 1085.9 1 DBL CLR N 49.0 7.3 1 .23 440.8 E 50.00 -10. 6 -530.0 1 DBL CLR E 50.0 -9.2 .51 -233.4 S 190.00 -10. 6 -2014.0 1 DBL CLR S 24.0 -28.4 -.40 272 .6 1 DBL CLR S 36.0 -28. 4 .46 -466.9 1 DBL CLR S 40.0 -28.4 . 81 -916.4 i DBL CLR S 21 .0 -28.4 .81 -481.1 i DBL CLR S 69 .0 -28.4 .81 -1580. 7 W 40.00 -10.6 -424.0 1 DBL CLR W 40.0 -9 .2 . 70 -257.8 -------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS i POINTS ------------------------- ------ ------------ . 15 1,838.00 435.00 .634 -4, 611 . -2, 92242 213702 00 I _ N GLASS------------ AREAx BWPM = POINTS I TYPE R-VALUE AREA x WPM POINTS -_-_-_ _ --------------------------------------------------- WALLS---------------- I Ext 1043. 0 2.2 2294. 6 1 Ext NormWtBlock In 5.0 878.0 5. 70 5004.6 1 Ext NormWtBlock In .0 165.0 11 .20 1848.0 Adj 452.0 3. 6 1627.2 1 Adj NormWtBlock In .0 366.0 6.80 2488.8 1 Adj NormWtBlock In 5.0 86.0 4.20 361 .2 I DOORS---------------- 1 Ext 20.0 12 .3 246.0 1 Ext Insulated 20.0 8.40 168.0 Adj 16.0 11 .5 184.0 1 Adj Wood 16.0 11.50 184.0 CEILINGS------------- UA 1008.0 1 .2 1209. 6 1 Under Attic 30.0 708.0 1 .20 849.6 1 Under Attic 19 .0 300.0 2 .00 600.0 Under Attic 19 .0 186.0 2.00 372 .0 FLOORS--------------- I Slb 156.0 8.9 1388.4 1 Slab-on-Grade .0 156.0 18.80 2932.8 Rsd 300.0 1 .0 288.0 1 Rsd Wood Adjacent 11 .0 300.0 3. 60 1080.0 I INFILTRATION--------- 1838.0 7.4 13601 .2 1 Practice #2 1838.0 7.40 13601.2 ------�---------------- -------------------- TOTAL WINTER POINTS ------ 17, 916.58 1 27,353.18 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULTPOINTS-_ 1-COMPON RATIO MULT MULT MULT POINTS -_---- ------------------------------------- ----------- 7,916.58 .55 9, 854. 12 1 27,353. 18 1 . 00 1 . 100 .426 1 . 000 12,817. 70 WATER HEATING BASE _-_ AS-BUILT -_- ---------------------------------- NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT -------------------------------------- 3 3803.0 11,409 .00 50 88 1 .000 3803.0 1.00 11,409.00 SUMMARY BASE I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS--_ POINTS POINTS + POINTS + POINTS = POINTS - - -- ----------------------------------------- 10321 . 7 9854.1 11409.0 31,584. 77 6753. 1 12817.7 11409.0 30,979.80 * EPI = 98.08 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 1 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear 1 -------------X------- 1 INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value. . . . . . . . . 30. 0 R-10 I --------------------R-30 X Wall R-Value. . . . . . . . . 5.0 I 0 R 1 --------------x-----RI7 - R-0 R-19 Floor R-Value. . . . . . . . . 11 .0 1 ---------- -------- -x- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 14.5 1 ------------X-------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF Electric HSPF. . . . . . . . . . . . 8.0 I ____X---------------- I WATER HEATER. . . . . . . . . . . . . . . . Electric EF. . . . . . . . . . . . . . 0.88 0 IX-------------------0.96 0.54 0!90 GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: s?i' Ts- Aja S Signature)tion Date: �L g L City/ZipZ25 SGT( Florida Energy Code for Building Cons r - 1 93 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 7338 * ResmanuJ(c) * 10-01-1998 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------ ------------------------------------------------------ PROJECT :EDWARD RESIDENCE ADDRESS CITY OWNER : BLDG CONTR :DEAN RUSSELL HVAC CONTR :AIR SYSTEMS, INC. Cond Flr Area: 1838 SF * GLASS/SF RATIO = 23. 7% * House Faces: North * Climatic Conditions & Design Conditions * ----------------------------------- --------------- Geographical Location : Florida I Jacksonville --------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoor Summer Relaltive Hum. 50% Indoor Summer Design Gr/Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - M Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------- * HEATING SUMMARY * 1 .DAT * COOLING SUMMARY * SUBTOTAL 43089.44 ISTRUCTURE SENSIBLE 24173.00 IMECH.VENT- 0 Cfm 0.00 ISENS. + MECH.VENT : 24173.00 ITEMP.SWING @ 3 DEG. : 1 .00 JOCCUPANT/APPLIANCE 3000.00 DUCT LOSS 2154.47 EDUCT GAIN 2717 .30 TOTAL LOSS/BTUH 45243.91 ITOTAL SENSIBLE 29890.30 NOTAL LATENT 4448.23 20% OVERSIZE FACTOR 9048. 78 120% SENS.OVRSZEN4338 FTR: � 35978. 06 ACTUAL + 20% OVERSIZE: 54292. 70 ISENS. + 20% OVERSIZE: 35868.36 * EQUIPMENT SELECTION * EQT MANUF CU MOD # AHU MOD ## HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE NOTES: L 0 A D C A L C U L A T I O N * TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh G L A S S North Double Clr Roller Shade 1 106.00 3074 .00 2120.00 North Double Clr Roller Shade 1 49. 00 1421 .00 980.00 East Double Clr Roller Shade 1 50.00 1450.00 2950.00 South Double Clr Roller Shade 1 24.00 696.00 744.00 South Double Clr Roller Shade 1 36.00 1044.00 1116.00 South Double Clr Roller Shade 1 40.00 1160.00 1240.00 South Double Clr Roller Shade 1 21.00 609 .00 651.00 South Double Clr Roller Shade 1 69 . 00 2001 .00 2139.00 West Double Clr Roller Shade 1 40.00 1160.00 2360.00 Infiltration : Winter Htm ( 18 . 64 ) x 435 .00 8108. 40 Infiltration : Summer Htm ( 4.3 ) x 435.00 1870.50 W A L L 5------------- R-Value Area Loss/Btuh Gain/Btuh ---------------------------------------------------------------- N/W C.B. - Int Insul - Ext. 5 878.00 5092 .40 2019 .40 N/W C.B. - Int Insul - Ext. 0 165.00 3366.00 1369.50 N/W C.B. - Int Insul - Adj . 0 366.00 3952 .80 1500. 60 N/W C.B. - Int Insul - Adj . 5 86.00 619 .20 240.80 ------ --------- SUBTOTALS: 1495.00 13030.40 5130.30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 20.00 354.00 90.00 Solid Core/Wood - Adj . 0 16.00 355.20 57. 60 Infiltration :Winter Htm( 18.64 ) x 36.00 671 .040 Infiltration :Summer Htm( 4.3 ) x 36 .00 154.80 --------- --------- SUBTOTALS: 36 .00 1380.24 302 .40 CE I L I N G 5----------------------------------------------- Under Attic 30 708.00 920.40 1062.00 Under Attic 19 300.00 630.00 690.00 Under Attic 19 186.00 390. 60 427.80 - --------- --------- SUBTOTALS: 1194. 00 1941 .00 2179.80 FL 0 0 R 5---------------------------------- - Slab on Grade 0 156.00 Lin.Ft. 5054.40 000.00 Raised Wood - Adjacent 11 300.00 Sq.Ft. 960.00 390.00 - - SUBTOTALS: 156.00Lin.Ft. 6014.40 390.00 SUBTOTALS: 300. 00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ---------------------------------------- 43089.44 24173.00 --------------------------------------- f CITY OF ATLANTIC BEACH, FLORIDAApp3�� "°v•`"'Y I APPLICATION FOR ELECTRICAL. PERMIT To 111E t:IIIFF Et EC1111CAL INSPEC'f011: IMP01I IANf 114 CUt-IS1ul.ItnllUl.J OF Pr-I?MlT (;IVI-N rOlt DOING -mr WORK AS DESCRIIIrt) IN mr. rol.loWtNG, WE IICFIFIIY AGREE '1O 1'rRrORM SAID WORK IN ACCORDANCr WIII1 111E Al Tl1CIIED PLANS AND SPECIFICA1IONS, WHICII ARE A PARR 1117Rr_OF, AND IN ACCORDANCE Willi 'IIIr_ rI_EC11tIC111_ ItrcauLAIIONS, CODES AND CITY or A-TLANrIC 13EACII ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JDURNEYMA NAME44- 5 ADDRESS: 41 l RFU--©UX - --__. BLDG.SIZE BETWEEN: dL eV4 RES. ( 1 APT. ( 1 comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 ULD I 1 FLEW. ( 1 AUDITION ( ) TRAILER ( 1 TEMP. (Vr S)UNS ( 1 _ SU. F T. SERVICE: NEW ( 1 INCREASE ( ) f REPAIR ( ► FEE CONDUCTOR SIZE -- - --- - AMPS (o - CUPI'Efl_J SWITCH Oil BREAKER AMPS , ----------_-- ----- F 11_ _ W VUL1' --- - - ---t1./10EWAY: EXIST.SERV. SIZE AMPS F'11 W VOLT v - - ---- - ULT ----- --RACEWAY - FEEDERS NO. SIZE No. SIZE NU. SIZE LIGHTING OUTLETS - CONCEALED OPEN ------------- ------_._ _ __-- -_--_-- ---- --_---- -- T o T A L RECEPTACLES - - - -CONCEALED UDEN -- ----- --- - ---- - - --- ---- IOTAL SWITCHES 31.I00 AMF`S -- ------ ---------- INCANDESCENT ti FLUORESCENT &M. V. FIXED o.10o Agars. ovEn - _ nrrunrlcEs IIELL TRANS7 ----- - - _.___---------____-- CONDITIONING COMP. MOT oil— OTIIER MOTORS AMPS CEIL IIEAT: KW-IIEAT Jit — -- — --- ------- -- ------ U T UVEA ----- MOTORS H.P. VOLTAGE PIIS No. 111.P. VOLTAGE PIIS MISCELLANEOUS TRANSFUIIMERS: UNDER TUU V. OVER BUU V. :NO. KVA No. __ KVn -- ------- NO. NEON TRANSF. NO. VA. Mn. MU—To II SIZE SW17C11 FLASHER EACH SIGN - FOFIWAIIUEU IUTAL PEES �� CITY OF ATLANTIC BEACH FLORIDA """"w*,f t y l APPLICATION FOR ELECTRICAL. PERMIT TU TILE CIII[ 1= El EC Ill I(;A L INShECIUrI: DATE:_.,_D rrvlrr,rl t nN r rau r Icr: IN CUNSIDERAIIOIJ OF Pr-IIMlr GIVEN I-Olt DOING *mr WORK AS Dr:SCI11Bri) IN lits rot.t.UWING, WE IIrI1FI3Y AGilr:r 'TO vi urOi2M SAID WORK IN ACCORDANCE WIIII lits AITA(Air.1) I'LANS At-it) SI'ECIEICAIIONS, WIIICiI ARE A I'A11I IIEIIEUF, AND IN ACCORDANCE W1111 11IE ELECIITICAI_ ItrGULA1IONS, CODES AND CITY OF A-TLAN IIC 11EACII OIIDINANCES. ELECTRICAL rlRht: / MASTER ELECTRICIAN SIGNATUIIE JQ IN NAME ADDRESS: ` FtFU__BOX ___._ BLDG.SIZE BETWEEN: 0c-e-A � RES. V APT. ( 1 comm. ( ) PUBLIC ( 1 INDUS. ( I NEW (wr OLD ( 1 FLEW. ( 1 AUDITION ( ► TRAILEFI ( 1 TEMP. ( ► S10NS 1 1 _- 2-000 sla. rT. SERVICE: NEW INCREASE ( ) REPAIII ( ! FEE CONUUCTUFI SIZE , SWITC11 UF1 BIIEAKETI ISD AMPS -- T{!1C[WAY_ EXIST.SEF1V.SIZE — AMPS VOLT r - — - --- --__- --: ---- IIACEWAY -- FEEDERS NO. SIZE —�-NO. SIZE N0. ---- - SIZE LIGIITING OUTLETS _ /� CONCEALED OPEN IOrAL RECEPTACLES _ D CONCEALED UDEN --- - TOTAL 0-70 Aht►•8. ------- ---'---31'100 AMPS. SWITCHES /� `"- ------ INCANDESCENT FLUORESCENT &M. V. 7 ------ -- - -- -- --- .�--- - ----- FIXED o.too-nLlra_ ILP - . HATING - nrrunrlCEs (i BELL TIIAMS r.---- --- AIII II.P. IIATIN -___-- - _ ---. __ ...... •-.-----____-- __-- CONDITIONING COMP. MOTOR_ _OTIIEFI MUTUIIS_ AMPS_ CEIL IIEAT: KW-IIEAT G•I OVER --'--- MOTOFIS H.P. VOLTAGE PIIS No. I II.P. VOLTAGE PIIS MISCELLANEOUS TRANSFORMERS: UNUEII GUU V. UVEII GUU V. --- - NO. KVA NO. _ KVA_ -- ------- NO. NEON TRANSF. NO. VA. MA. EACH SIGN MUTOII SIZE SWIl(:II FLASIIEFI — roilWAIIUED TOTAL rEES BUILDING AND ZONING INSPECTION DIVI ION CITY OF ATLANTIC BEACH A-rLANTIC 119ACH, FLOWDA 140133 APPLICATION FOR MECHANICAL PERMIT GALI.-IN NUMUER 7-7= W-..._._� ....�.�..._._.w ...._._.._..�....�.�.__. IMPORTANT --- Applicant f-o con-{plefe al; iterns In sections I, 11, 111, and IV. FNL�OCATIO SOW Address., -�CL..��»__-._�/ �~�h«'7�"� ..�� ..�....�...._.....---�•.._.._...r,. ,..,_,_,.,,.rr. OF Intersocting Str eels: flslwaen _._.._.� �....,...__._.: And__.. . - -.._.,...,...__.. . ... WILDING Subdlvlslan Il. IDENTIFICATION --• To be COMPleted by ail applicant., In con{ldbration of pirmit q'ven for doinq the wort, as dosv;lted k Ike obi ,a sra!j,nvm ,-a Fereb� to pvrto.ni sa:d work in occc-4once with tho attached pions end spsm;catlors whi;h are a pori he•ejel end in a;cc,+da,•Go thn Cly of Ja:ksonville ordinances enol {ttrndards of goad p�ecrlte Ii{ted therein. Confrsotor (Irinf) - Cnntroclor� � rMesiT:t I nR,10Ar _ Nsn» of t- N F . MEADE►roporty owasr e4l CAC057553Slynsturs sf Oroor Slpreturo Qf . o► Aviherisod Agenf l►.re6iiecf or Engineer 111, MORAL INWIriATION A` typr yt hoottnq foul: C•�. IS 071-19R CO4S7RUt:710N BEING DONE O Rr c THIS W1.0I1410 OA St TET Q oto (� t,p �] Nsfurrl �j Confrsl Utility Q tail IF Y(.+$, GIVE 60410EI: Or CO $TftUCTtON PvtwT to Other Specify IV. MICHlNIC,AL 6OUIPMGNT TO &I INSTALUD NAT'tJ t OF WOFIK (Rgride camplolo list of tompontnts on bbci of this Form) V R",Iden!fal or !� %<�mrngrCldi Q< Haut (3 $p+co 0 R04a4144 XrhiCootml 0 Flog 1Aro"New Building {� AirGtndrfianMps C3 Rwm WC,ontrot j� r� Existing SWIding of Wet iys►orns Mstans L-scS Z1,Ii'i,4ots„� L ;/'Now olacoment of existing sysism Masi+nvm ropotity- /6�� e.f,►n. Ingtallafto RRC systom pr(kvlOusly installed) Q Roirlgsraliolt U Extension or actd•on to axleting system Cooliev tourer; CMpecity p Fit*'sprinkiors: Number of hsods_ 13 Elevator Q Msnllh Q Estalstar THIS SPA06 PtyQ t.')MCE U34 ONLY (� .4ai0claa pYm (RosevieoI Q. To{ttl Q 1.lt6+wntotr,or+.. �..4number) p v�ftrsd W"sum vsaol .._..._.....,,...... Q $*lists Permit Agprored OTI{or -- Spoo'rfy ... Permit Foo,,...•e...,..... ..... UAW ALL EQUIPMENT M_._ ...__..__._..,__...r._.... 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