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HomeMy WebLinkAbout18x41 Inground Pool 1997 `irly TOWN OF MONTVILLE ‘11.011# t/4?Al/ 1 //;? ) f Building Department I848-7166 I APPROVED BUILDING PERMIT OR TRADES PERMIT For 180 Days Permit No: 13577 Approval Date: 6/27/97 Expiration Date: 12/27/97 Estimated Cost: 10 ,000 .00 Fees: 58 .00 PRF: 7 .30 C .0: 5 .00 Owner : Scott Miner Address: 93 Pires Drive Tel : 848-2413 Job Location: 93 Pires Drive Code: 04 Contractor : Treat 's Pools Address: 22 Avery Road Tel : 848-1268 Stick Built: Modular Home: Manufactured Home: Commercial : Addition: Garage: Car Port: Shed: Remodeling: Roofing: Siding: Fireplace: Chimney: Windows: Pool : x Demolition: Plumbing: Heating: Electrical : Air Conditioning: Gas: Patio: Porch: Deck: Retaining Wall : New: x Repair/Replacement: Type of material used/discription: inground pool and safety fencing Size: 18 ' x 41 ' Type of Heat: Fireplace: No .of Stories: No . Rooms: Breezeway: No . Baths: Garage: Use: I hereby certify that the -roposed work will conform to the Basic Building Code and all other C. - adopted by the State of Connecticut , and the Town of Montville . // Applicant 's Signature: / .oftl Date: 02/47 If signed by Contractor , type of License/registr_tion & No: Building Official 's Signature: % _, , , ' r , / Date: 44:447 Date of Health Dept . Approval : ,dll-- Date of Zoning Approval : THIS IS TO INFORM YOU THAT UNDER THE CONNECTICUT AMENDMENT OF THE BUILDING CODE , SECTION 119 .3 A CERTIFICATE OF OCCUPANCY IS REQUIRED PRIOR TO ANY USE OF THE STRUCTURE . A MINIMUM OF 24 HOUR NOTICE TO THE BUILDING DEPARTMENT IS REQUIRED FOR INSPECTIONS . `3( 7 4 � TOWNV OF } C"E` VILLE Building Department /01, 3° Jr Application for a Peit iV Owner: ' XC")-r, n0 I 1)(-7 IL Address: 7s AR6SD• Tel : Y c - Job Location: qm f Contractor: �Z��,�,� el , Address : - I: i'd_, Tel Stick Built: Modular Home: Manufactured Hove : commercial : Addition: — Garage: — Car Port : Shed: _ Remodeling: Roofing: Siding: — Fireplace: Chimney:— Windows: Pool : _ Demolition: Plumbing: Heating: — Electrical : — Air Conditioning: Gas : Patio: _ Porch: _ Deck: _ RetainingWall :: _ New: _ Repair/Replacement : Type of Material to be used/job description: Size: Type of Heat: Fireplace: No.of Stories : No. Rooms : Breezeway: No. Baths : Garage: Use: .4: , Le a CB CONSTRUCTION TREATS POOLS & SPAS P.O. BOX 205 • NORWICH, CONNECTICUT 06360 '.__ 6171Telephone (860)848-1268 Fax (860) 848-7941 77 _c ANIL y Tkig s s-� 14 v m oz. s ,6 — TT' /tom?X-• c- !9, Q 2 ` / J S !�n/L Of j Lc,� L� J Al..._ Ip ^^ est- ON ,NN yAc,�' \ \' FL11- n H.S--3 6A-a0ktA Q®0L . A a„mssr. .a,vs /L s GAl k r ',774„ tJ , ,, p _01./.......7......_ . __ _ __ __ _ z /v!�,. : r 4 fJ t r'C ,I., 4 4 i\�� !� , x \ _. .t -.: .; , }.'i.*,$;:, ,,,,, :,,,,t,�gx::„ f,;r' tJ gid r vo ,.„.. Ys ,�,,V,,.4::10,,�t i��; it i,,,, ......,4„0:„:,,,„:,,,,,,I.,1,144.04., ,k, rA &l))1 hS r d •,,;),,,.%, sr ,yfr' r ar :al * „''.. ,lYb 'Oil r, e a j - -'r-"fir y �� �'. , STATE OF CONNECTICUT 11/04/1996 6,� �' : DEI AkTItiIF.NT OF CONSUMER PROTECTION I ,�= 165 CAPITOL AVE • HARTFORD CT 06106-1630 ! ,4'-' 4 *( Be it known that ` r ;r:.::-'1 "ti EVAN D WYNN : fri, f HOME )t IMPROVEMENT CONTRACTOR ` a 25 WEBER FARM RD NORWICH, CT 06360 � ' z,,,,,e4Is hereby certified by the Department of Consumer Protection • ..4/10 as a REGISTERED HOME IMPROVEMENT CONTRACTOR INDIVIDUAL ,s Registration Number :00537053 '- -',0,1 ' Effective Date: 12/01/96 Mark A. Shiffrin ,g) , 1 Expiration Date: 11/30/97 - Commissioner , s -.; t. . l " ' �{ + g „ Jr A 'il �,.;.`: ti A,j.,f ,}J!, .h,:,a4'.�'� . , � ; t +,,,, a 'ter �� k � '�� �kl� £ , '�1 r , .p:. U N N N CV d Nt d V a d V d _ i ....,- I /IOW; -: 441N- ''- i,•;::: 111. 1 it ,pp �' 10-1 EFIMO , !Ciiiii_lA__ --- ' i .pi . 111111 1� . V91",---Th 41/4 WI ,,, . ..‘i ,,e- r.e., sia-,3492- y -,,.-.,-,,' a„, =/4„,,,,,,-77-, '4.ilmiirit. 1 119111 t•VP o 0 H 000 Yp ' % f � v e t < \' ',..,‘ 0 0 (.) th _, ...f ,...k ,.„_.,...` U .\\...' 3 \ A ... I . r ZONING PERMIT � (n q16) ZONING PERMIT NUMBER L/ _ /0 " OR ON/A EXPIRATION DATE / APPLICANT IT Min 11 n Crz APPUCANTS ADDRESS 1 J Y i'i Es Da_ TEUTHONE (au) 8 YS-a y /3 PROPERTY OWNER ' iT r() LOCATION OAkc:;/q LOT AREA ZONE ASSESSOR'S MAP NUMBER 31 LOT NUMBER egF /02 BUILDING HEIGHT PROPOSED FLOOR AREA NATURE OF REQUEST/PROPOSED USE /)Gg.c3u{-)U P00 ) SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1-•40'SHOWING:DIMENSIONS OF THE LOT,THE SIZE,AREA. AND LOCATION OF EXISTING,PROPOSED,PRINCIPAL AND ACCESSORY STRUCTURES,DRIVEWAYS. SANITARY FACILITIES AND WATER SUPPLY,PARKING FACILITIES,AND ADJACENT STREETS;DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS (UNDER 500 CUBIC YARDS),DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPUANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN BYES ON/A SEPTIC PERMIT OYES EIN/A STATE HIGHWAY PERMIT OYES (1N/A WETLANDS PERMIT OYES ErWA HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY OYES ONO HAS BOND BEEN FILED OYES ON/A FEE PAID g CASH ❑ CHECK# ❑ N/A • THE APPLICANT AGREES TO: 1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. NOTIFY THE COMMISSION OR ITS APPO a■AGENT OF ANY ALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPECTION AND - •UEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.O. APPLICANTS SIGNATURE / DATE: `� 7 7_. • 12; THIS SIGNED PERMIT AUTHORIZES THE APPUCANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 2/6097 1-1N,5‘ PANEL Mit 6 v m Iii ( iiioiiiiiiii iiiiiiiiiiiiiiiiiiiiiioiiiiii -}° 11111111 J 1.,t) d � 3 IIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIUIIII111111111111111111111111111111 o !limn IIIllllllllll IIIA lUIIlllllllllllllulIIIIIIIIIun . c.'. w r- c..., __lc- L 4t. . ii e • I C3 3 I' i sleO 1' I:" 4:1 Ci>1/4.‘< 2 [ . Q 1,4 .I■ r 1 1I1■ -1 y_ ^ ■■■ N 1. 1■ ' II I, 111■ Il '1....■ W- �.� I !■.■■ Itt`r-...■ V+ 7 - -C3 3 PP CU 3 Z 1. [ , 1 jr4 c-‘-'3 3 f d 3 • E a� IAN J iortiti J-pLJfl puo. p.,u3Oq 1 !' !P e- L TA- 3 a U J t rrff ii SHORELINE FENCE CO. 225 ELM ST. OLD SAYBROOK, CT 06475 (800) 245-3362 CHAINLINK FENCE SPECIFICATION FABRIC: 48" 9 GA. EXTRUDED VINYL ( 1 1/4" MESH ) CHAIN LINK FABRIC. TOP RAIL: 1 3/8" O.D. P.E. SS-15 PIPE, 0.00 lbs. per foot. Top rail 21 ' in length, joined with 1 3/8" SLEEVE. LINE POST: 1 5/8" O.D. P.E. SS-15 PIPE, 0.00 lbs. per foot. Line posts set 10 ' on center maximum spacing. Concrete footing: 6" diameter, 24" depth. TERMINAL POST: 2" O.D. P.E. SS-15 PIPE, 0.00 lbs. per foot. Concrete footing: 6" diameter, 24" depth. GATES: Framework of 1 3/8" P.E. SS-15 PIPE, 0.00 lbs. per foot. Gates braced and trussed as necessary. Same fabric as fence. GATE POST: SINGLE SWING GATE: 2" O.D. SS-15 PIPE, 0.00 lbs. per foot. Concrete footing: 6" diameter, 24" depth. SINGLE SWING GATE: 2 1/2" O.D. S'-2(, PIPE, 2.30 lbs. pei foc,t. Concrete footing: 10" diameter, 36" depth. TENSION WIRE: 7 GA. COIL SPRING GALVANIZED TENSION WIRE attached to bottom of fence fabric with 12 1/2 GA. STEEL HOG RING spaced 24" on center. FITTINGS: REGULAR BRACE BAND & CARRIAGE BOLT, DIE-CAST ALUMINUM RAIL-END, DIE-CAST ALUMINUM EYE-TOP, DIE-CAST ALUMINUM DOME CAP, 3/16" X 5/8" TENSION BAR, REGULAR TENSION BAND & CARRIAGE BOLT. TIE WIRE: 6 1/2" 9 GA. ALUMINUM TIE WIRE spaced is" on center for line posts & 24" on center for rails. POST FOOTING: HAND MIXED CONCRETE. -t v, ...,, ,,,i_ , ,Q.„„ k ,,„ t . _ , ,4:: cj —A ‹ 0 + a a.. P \0 6, .S. *- E „V O h v_ 0! 0 ` C '^ © (V x 1- a) N 0 J w . Q } Q = 1:0 IA 0 b q3 t45 tj 3- CC CC ski Qi 411 Li 0 1 -------------.... ti a -' c \\ S e <"----------------- I ititil) r ' PACKING LIST & SKETCH BILL TO: SHIP TO: Mr. Scott Miner Pool fence 93 Pires Drive Oakdale, CT 06370 848-2413 QTY. RECORD # ITEM 187 0170 48" 9 GA. EXTRUDED VINYL ( 1 1/4" MESH ) CHAIN LINK FABRIC /Ft . _,__ 187 0267 1 3/8" P.E. SS-15 PIPE TOPRAIL 6 POST(0269) 2" X 6' SS-15 PIPE TERMINAL POST /Ea. 16 POST(0268) 1 5/8" X 6' SS-15 PIPE LINE POST /Ea. 1 POST(0276) 2 1/2" X 7' SS-20 PIPE GATE POST /Ea. 16 0460 2" REGULAR BRACE BAND /Ea. 2 0461 2 1/2" REGULAR BRACE BAND /Ea. 24 0418 2" REGULAR TENSION BAND /Ea. 3 0419 2 1/2" REGULAR TENSION BAND /Ea. 9 0636 1 3/8" DIE-CAST ALUMINUM RAIL-END /Ea. 9 0693 46" 3/16" X 5/8" TENSION BAR /Ea. 16 0566 1 5/8" X 1 3/8" DIE-CAST ALUMINUM EYE-TOP /Ea. 6 0514 2" DIE-CAST ALUMINUM DOME CAP /Ea. 1 0515 2 1/2" DIE-CAST ALUMINUM DOME CAP /Ea. 6 0661 1 3/8" SLEEVE /Ea. 141 0821 6 1/2" 9 GA. ALUMINUM TIE WIRE /Ea. 45 0781 5/16" X 1 1/4" CARRIAGE BOLT /Ea. 189 0849 7 GA. COIL SPRING GALVANIZED TENSION WIRE /Ft . 93 0806 12 1/2 GA. STEEL HOG RING /Ea. .38 1306 HAND MIXED CONCRETE /Cu. Yard 1 GATE #1 : 48" X 6' 1 3/8" P.E. SS-15 PIPE SINGLE SWING GATE (Gate Only) /Ea. 1 GATE #2 : 48" X 3' 1 3/8" P.E. SS-15 PIPE SINGLE SWING GATE (Gate 2 1143 1 3/8"0X12" PRESSED STEEL GATE FORK LATCH /Ea. '- q l e�.e-6- 2 0914 2 1/2" HEAVY POST HINGE /Ea. 2 0913 2" HEAVY POST HINGE /Ea. 4 0891 1 3/8" REGULAR GATE FRAME HINGE /Ea. ,i 2 0791 3/8" X 3" CARRIAGE BOLT /Ea. 0 2 0789 3/8" X 2 1/4" CARRIAGE BOLT /Ea. 0 jC):4P°6 4 0788 3/8" X 2" CARRIAGE BOLT /Ea. Al*V r/i7 32' 041e sr ST °K\ I V 2T / �� i i) \ I 93 FIRES DR. 9))) - 0 V )/:///////:/ SHORELINE FENCE CO. 06-14-1997 1.4N,,,i..__0_44. L. o rn -cts, Alllink—7 cos T r 615' nn �nn D 1 6— Fl 1_ .. kinD S r I :IidI: ' c" - m g J.g 3» mO` co N 5,311go 3 gma t7A$Sv ;'1 CO O 3° -n lii m`` m 0 Z I>v DTIC q Ai IA 33m io1 9.Zz ' ---7- ocz 'o \ z �mm �. 31,,-; a' 0 s ,r „, 9.. 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APR 21 '03 09:38AM SHETUCKET OF GROTON P.2 j _ Residential light Comma •^ HVAC Loads EIO Software Development,inc. y =ITT 05340 -6IP- - 266 SCOTT MINER Project Report 7Gedinli alt' torr en - , Project Filename: C;tElitelRhvacwlProje MINER.rhv { Project Tide: SCOTT MINER Designed By: ROBERT A SHOLES Project Date: Friday,April 04,2003 rnD Reference City: New London, Connecticut Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 59 ft. Altitude Factor: 0.998 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj.Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Ikalkilb Wet Bulbb Bel Hurn Dry Bulb 72 ,Difference 0 Summer: 95 75 50 75 34 Total Building Supply CFM: 743 (5.4 AC/hr) CFM Per 'J f `'�' Square ft.of Room Area: 1,092Square ft.: 0 883 Square ft.Per Ton: 803 Leeds i Toa eating Required With Outside Air: 29,834 Btuh 29.534 MBH Total Sensible Gain: 15,301 Blah 92 % Total Latent Gain: 1,401 Btuh 8 % Total Cooling Required With Outside Air: 17,702 Btuh 1.48 Tons (Based On Sensible+ Latent) II 1.81 Tons(Based On 75%Sensible Capacity) �.y i ' ; 4 Calculations are based on 7th edition of CCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads, • APR 21 '03 0S:39AM SHETUCKET OF GROTON P `, l - Li *Commercial HVAC LookE11tn Software Development,Inc.j I,0T 063404268 • I soon MINER Page 3I • [Iota,Building Summary Loads I Component Area Se Let , ::San Total' • 0_. . —on 'Own Loss Gain' . ,.ems 'Gain • 3A Window Double Pane Clear Glass Wood Frame 150 5,950 0 9,780 9,780 12H Wall R-19+ 1/2"Gypsum Board(R-0.5) 871 3,763 0 1,232 1232 16G Ceiling Under Vent,Attic- R-30 Insulation 933 2,217 0 1,354 1,354 Floor Over BasernenVEncl Crawl Hardwood No 682 7,680 0 0 0 19A Insulation Subtotals for structure: 19,590 0 12,300 12,366 People: Equipment: 2 300 600 460 000 1 X900 Lighting: 0 0 0 Ductwork: 4,939 0 2,126 2,126 Infitration:Winter CRM:86,Summer CFM:28 5,105 641 609 1,250 Vanth,.t.... _.._. . _._.. _.. _0,Su 0 0 0 0 0 erutllation;WiOter CFM: Summer CFM: .... Sensible Gain Total: 16,301 Temperature,Switg.Muitlplier:......, .. ....... .... ... X 1.00 Tots!Building Load Totals; 29,634 1,401 16,301 17,702 Tatra ut�irtp SupplyitFM: 743 (5.4 AC/hr) CFM per Square R.: 0.080 , Square ft.of Room Area: _ 1,092 Square ft. Per Ton: 603 * �� ' ZIBB Total np Required With Outside Air: 29,634 Stub 29.634 MBH Total Sensible Gain: 18,301 Btuh 92 % Total Latent Gain: 1,401 Btuh 8 % Total Cooling Required With Outside Air: 17,702 Btuh 1.48 Tons(Based On Sensible;Latent) 1.81 Tons(Based On 75%Sensible Capacity) Calculations are based on 7th ed'I.n o •CCA anual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. , APR 21 '03 e:39AM SHETUCKET OF GROTON P.4 w Zli_esidowntial L1pf1t Commercial HVAC Loads Enke 4o(lwa� Supply I Company SCOTT Inc.I ' • Page 4 f { System I Room Load Summary _ Room Area Sens Norm Duct Duct SenRun Run s t Nom A e ClgMj Alt' vs ,, Nsi Name - 3F Btuhct � : FM —Zone 1- 1 CFM Size Val 'Ruh Btuh CFM pact CAM CSM 1 Kitchen/Dining 682 22,721 296 5-6 553 11,914 1,180 543 1.05 570 543 Room - ,. .. ... 1 total 682 22!.721 . „ �.. ._ .._._..__.._ _.._. ._. .. ,914 1,180 543... 570 543 . . . .. ...... System 1 Man Trunk Size: 12x10 in. Velocity: 691 ft/min Loss per 1001t,; 0.085 in.wg ., J.. iii -- . Tlir6, ', ittAWInt Ye �1.'�•f Net Required: 1,09 91%/9% 11,914 , k 180 13,094 Recommended: 1.32 75%125% 11,914 3,9711 15,885 [Aqui:maM Data 1 , Heating Systemoolin :S em Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh APR 21 '03 09:39AM SHETUCKET OF GROTON P.5 i y ��. . �. t''.r - ..+ern...di Common:MI FIV T Weds -( CcNipany *.r are Development,Inc. Supply SCOTT MINER S stem 2 Room load Summary 7 Room � Run Run Clg C190 C1p Zone Cig Air N Rome Area Sens Horn Duct Duct Sens Lot' Nom Adj Add SF Stun • CFM Size Vol Stun Stun ` CFM Fact CFM CFM 1 —Zone 1- 2 Attic _ .410 6,913 90 2-6 509 4,387 221 200 1.25 250 200 System 2 total 410 6 913 90 t __. .... 4,387_ ..__ 221 200 ..... .. ... _....250 200 System 2 Main Trunk Size: Velocity: 54 in. .. ... 748 ft./min Loss per 100 ft.: 0.199 in.wg 71. ... •• = .vu.:..,► Ei7 Net squired: 0.38 .. . 1 ' • 4,387 Recommended: 0.49 75%/25% 4,387 2215,8� 1,46'22 5,849 }ieafing System �' Coolirjg fSv.teni Type: Model: Brand: Efficiency: Sound. Cape* Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh • MECcheck COMPLIANCE REPORT 1995 CABO Model Energy Code Permit # MECcheck Software Version 2.07 Checked by/Date COUNTY: Montville STATE: Connecticut HDD: 5999 CONSTRUCTION TYPE: Single Family DATE: 4-21-2003 COMPLIANCE: PASSES Required UA = 240 Your Home = 240 0.0% Better Than MEC Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS: Raised Truss 1449 38.0 0.0 36 WALLS: Wood Frame, 16" O.C. 672 19.0 0.0 40 GLAZING: Windows or Doors 108 0.350 38 DOORS 36 0.350 13 SLAB FLOORS: Unheated, 0.0" insul. 108 0.0 113 HVAC EQUIPMENT: Furnace, 82.0 AFUE -HVAC EQUIPMENT: Air Conditioner, 10.0 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1995 CABO Model Energy Code. Builder/Designer Date 1 • . MECcheck INSPECTION CHECKLIST 1995 CABO Model Energy Code MECcheck Software Version 2.07 DATE: 4-21-2003 Bldg. i Dept. Use f CEILINGS: [ ] 1. Raised Truss, R-38 Comments/Location Insulation must achieve full height over the exterior wall. WALLS: [ ] 1. Wood Frame, 16" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.35 Comments/Location SLAB-ON-GRADE FLOORS: [ ] 1. Unheated, 0.0" insul. , R-0 Comments/Location Slab insulation to extend down from the top of the slab to at least 0" OR down to at least the bottom of the slab then horizontally for a total distance of 0" . HVAC EQUIPMENT: [ ] 1. Furnace, 82.0 AFUE or higher Make and Model Number ..�r A he ,, ,..‘ [ ] 2. Air Conditioner, 10.0 SEER AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating ok equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ l Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ l Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2 .5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2 .0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2 .0+" 170-180 0.5 I 1.0 1.5 2 .0 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) 93 Aa.,--, em i . • BOISE BC CALC®2002 DESIGN REPORT- US Tom,February 11,200314:33 SIn&M 1 6" BCIQD 900-2.1 OF Fl ,. - SC CALC Project:JOl -Job Neale • FLOOR OVER GARAGE pn - City,Maws Sada,Zip - Cutworm - LATHROP BROTHERSoelepter - BALES S ESTIMATING Codtrworts • IC80 Lilac Company - WINED 8U%t E .5 SUPPLY SO,1.-3t c LL 61,lar 747 lie 107 ar O 747 u_ 16710s DL ` To Ho st:oriel Langan-26-011+00 General Data Load Summary - v. +: U8 Imperial ID Oeaariplbn Load Type Ree. Wait end Live Dead DM oar. S Mondani UnfAree Load Left 00-GQ-02 214-0D-CO 40ma 10 PSF Lir 100 ltember1ypa: - Joie* ;taints*,of Spans - 1 Controls Summary haat Condense - Na Cosine Type Velum %wMania6U drafter Lorna os Span Localism Right Crewe* - No Warren 6533 Sibs 6339L .UM% 2 1-Internal End Reepolian 933 ba 63.3% Ships 0►12 Toad Dafle don L./44S(0.75") 53.5% O UM2 1. L eft OC Spacing 16" Li"Det don 1,"560(0.1) 66 7% 1 1 Roped*, Yes Max.Dal 0.79'(Lent 1") 75.0% 2 1 Corse on Type Blued lipsnODepth 21.0 1 Live Laid 40 P5 Dead Load 10 P6F MOTES; Part Load 0 P6F °sign node Cods minimum(L/240)Tsai bad d+Macafon weans. Duddon 100 Design weals Use speckled Qil400) 'Lire bad diAhelon arrwuia. Deagpn/NOM artfltray(1n Mndnea iced deflection m*eria. Disclosure Minimum bowing Mnglh for 5101*1-4". The oompieserfe a end aooureoy of Minimum teeing lengthily 81 la 1-314". 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