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HomeMy WebLinkAboutSUBMITTED PAPERWORKDepartment of Community Affairs , SN: 5050 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING, CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A CENTRAL PROJECT NAME: ;BUILDER: ANDjADDRESS: LONSOME PINE TRL PERMITTING !C:LIMATE FT PIERCE :OFFICE: SLC: !ZONE: 411 511 611 OWNER: FOX !PERMIT NO. !JURISDICTION NO.661000 GI I CK 1. New construct&n 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) �1' 4. l� 5. Conditioned floor area (sq. ft•.) -_-- 5. 4111.00 _ _ � 6. Predominant eave overhung (ft.) 6. 3.00 6905 � 7. Porch overhang length (ft.) __-- 7. 6.50 S. Glass area and type: Single Pare Double Pane a. Clear- Glass Ga. 0.0sgft 0.00sgft. b. Tint, film or solar- screen 8b.420.1sgft 0.00sgft. 9. Floor.t.ype and insulation: ---_ a. Slab on grade (R-value, perimeter-) 9a.R= 0.00 , 354.00 ft. 10.Net. Wall type area and insulation: a. Exterior: 1. Concrete (Insulat.ion R-value) 10a-1 R= 5.40, 2611.00sgft..... b. Adjacent.: 2. Wood frame (Insulat.ion R-value) 10b-2 R=11.00, 203.00sgft.---- 11.C:eiling type area and insulation: a. Under- attic (Insulation R-value) ila.R.=19.00 , 4371.00sgft..... 12.Air- distribution systems a. Ducts (Insulat.ion + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 12.20 13.Cooling system 13. Type: Central A/C �CANN� SEER: 12.20 14.Heat•ing System: 14. Type: Strip Heat i BY _ COP: 1.00 14.Heating System: Stakuelelg®untv 14. Type: Strip Heat. ---- COP: 1.00 -_-__-_- 15.Hot water system: 15. Type. Electric EF: 0.94 16.Hot. Water Credits: (HR-Heat. Recovery, 16. -_--_-_ DHP-Dedicated Heat. Pump) - 17.Infiltrat.ion practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent., ld. MZ HF-Whole house fan, RB-Attic radiant. barrier, MZ-Multi one) 19.EPI (must not exceed 100 points) 19. 93.76 -_-_-_-_ a. Total As -Built. points 19a. 68711.24 b. Total Base points 19b. 73281.33 ---------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: Zj) _____ -............ - DAT9:Ph I hereby certify that this building is in compliance with the Florida Energy Cody_. --------------------------------------- Revlew of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: -----------------------== f}ATC. BUILDING•OFFICIAL: -------------------- i1ATC.. t Department' of Community Affairs IFLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A PROJECT NAME: ;BUILDER: SN: 3051r AND ADDRESS: LONSOME PINE TRL ;PERMITTING ;CLIMATE FT PIERCE ;OFFIC:E: SLC: ;ZONE: 411 511 OWNER: FOX ;PERMIT NO. ;JURISDICTION NO 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst. rase (yes/no) 5. Conditioned floor area (sq.ft..) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft. ) S. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulat.ion R-value) b. Adjacent: 2. Wood frame (Insulation R-value) 11.Ceiling type area and insulation: a. Under- attic (Insulat.ion R--value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 13.Cooling system 14.Heating System: 14.Heat.ing System: 15.Hot water- system: 16.Hot. Water Credits: (HR-Heat Recovery, 1. New Construction 2. Single -Family CENTRAL 6 " 661000 CK 3. 0 4. 5. 4111.00 ____ 6. 3.00 7. 6.50 --_-_-_ Single Pane Double Pane 8a. 0.0sgft 0.00sgft Sb.420.isgft 0.00sgft. ---- 9a.R= 0.00 , 354.00 ft. 10a-1 R= 5.40, 2611.00sgft 10b-2 R=11.00, 203.00sgft.____ 11a.R=19.00 , 4371.00sgft 12a. R= 6.00 , uncond 13. Type: Central A/C -_-__-- SEER: 12.20 13. Type: Central A/C _-_-_- SEER: 12.20 14. Type: Strip Heat COP: 1.00 _-_--_- 14. Type: Strip Heat COP: 1.00 15. Type: Electric EF: 0.94 16. ---- DHP-Dedicated Heat. Pump) 17.Infilt.rat.ion practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent., 18. MZ HF-Whole house fan, RB-Attic radiant. barrier, M2-Multizone) 19.EPI (must not. exceed 100 points) 19. 93.76 a. Total As -Built. points 19a. 68711.24 b. Total Base paints 19b. 73281.33 ------------------------------------------------------------------------------- --------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are incompliance with the Florida Energy ode. PREPARED B _ " - -- --------------- DATEa / L [} I hereby certify that this building is in compliance with the Florida Energy Code.' --------------------------------------- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: n ATC. BUILDING OFFICIAL: Kn11_ ' ." SUMMER CALCULATIONS , BASE | AS -BUILT GLASS -`~^--~~~~--~~~~ | ORIEN AREA x`BSPM = -�..-^---~^^--`^--------.~.-.-~~~~~~~~-~^-------------.~~-.--------`-.--~~.~... POINTS | TYPE SC URIEN AREA x SPM x SOF POINTS N � 27.70 8 ` _~L2276.9 | SGL TINT N 17"0 51,5 ,50 437.9 | SGL TINT N 10"7 51.5 "69 380.2 NE 74"20 82"2' 6099^2 | SGL TINT NE 5.0 76^6 "58 222"1 | SGL TINT NE 23,4 76"6 ~90 1607"2 | SGL TINT NE 23"4 76.6 "94 1687"0 | SGL TINT NE 11°2 76"6 .90 769"3 | SGL TINT NE 11"2 76"6 "95 813"5 E 49.00 82.2 4027^8 | SGL TINT E 11"2 107.1 "90 1084^9 | SGL TINT E 26"6 107"1 .56 1599"7 | SGL TINT E 11.2 107^1 "96 1147"8 SE 72^60 82"2 5967"7 | SGL TINT SE 36,6 110"3 .47 1891"2 | SGL TINT SE 24^0 118"3 .56 1494"7 | SGL TINT SE 12"0 110"3 ^56 747^4 S 42"40 82"2 3485"3 | SGL TINT S 20^0 98.3 ,53 1046"7 | SGL TINT S 11"2 98.3 ,85 933^4 | SGL TINT S 11,2 98.3 "92 1015"5 SW 62"80 82"2 5162.2 | SGL TINT SW 23"4 110.3 "88 2211"3 | SGL TINT SW 23"4 110^3 ,93 2403"9 | SGL TINT SW 16"0 110"3 "50 878"7 W 63.40 82"2 5211.5 | SGL TINT W 7.0 107"1 "52 389.8 | SGL TINT W 17.0 107"1 "70 1270,6 | SGL TINT W 17"0 107^1 "26 473"4 | SGL TINT W 11"2 107.1 .90 1084^9 | SGL TINT W 11"2 107"1 ,96 1147"8 NW 28"00 82°2 2301.6 | SGL TINT NW 17^0 76"6 "39 504"2 ---------~----------------~-----~----~-^----------------------~-~~-^----------- | SGL TINT NW 11"0 76"6 ^36 303"3 "15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS | GLASS AREA ----------------------------------------------------- AREA FACTOR POINTS POINTS A____________~^~~~^_______ | POINTS ^15 4,111"00 420"10 1"468 34,53202 50`688"63 1 27,606"43 NON GLASS~~------~-~~ | AREA x BSPM = POINTS | TYPE R-VALUE AREA SPM = POINTS -----,,---------_-,-----------_,---^---_---,_-^----------------_--,--^--------- WALLS-~^------~~~~^^- | Ext 2611"0 1.0 2611^0 | Ext NormWtBlock In 5,4 2611"0 "96 2506"6 Adj 203.0 "7 142.1 | Adj Wood Frame 11"0 203.0 "70 142.1 | ` DOORS -^-^------~~~~-^ | Ext 93^0 4"8 446"4 | Ext Insulated 93"0 4"90 446,4 Adj 18.0 1"6 28"8 | Adj Wood 18.0 2"40 43.2 | CEILINGS ~----~~^~~-^- | UA ^4111"0 .6 2466"6 | Under Attic 19.0 2106.0 1"10 2316^6 | Under Attic 19"0 2265,0 1,10 2491^5 FL(]6RS~~^-^----~~^^^^ | | Slb 354,0 ~31^8 -11257"2 | Slab -on -Grade "0 354^0 ^31"90 -11292"6 INFILTRATION---~~~~~- | | 4111^0 10"9 44809"9 1 Practice 402 4111"0 10"90 44809"9 TOTAL SUMMER POINTS | TOTAL >: SYSTEM = COOLING 1 TOTAL. x CAP x DUCT x SYSTEM X CREDIT = COOLINCG SUM PTS MULT POINTS 1 COMPON RATIO MULT MALT MULT POINTS ------------•------------------------ ----,-------------------------------------- S9,93F,.23 .37 33,276.41 1 69,070.09 1.00 1.100 .276 .950 19,921.20 i WINTER CALCULATIONS :#::i::i::{::i: g::i::{::+: �f::l::f::{::#: 9::#::I::i: S::+::;::4: N::t::+::f::i::f::{::+::+::{::{:.y::}::t::l::}•.:}::{::f::#::#::{::{::}::f::I::f::4::f: 8::{::{::{::f::{::#::g:}::f::{::}::¢::+::+::+::{::{::1::{::+::f::a::#: �::#::}::i: BASE ___ __= AS -BUILT GLASS---------------- 1 ORIEN AREA x HWPM = POINTS 1 TYPE SC: ORIEN AREA x WPM ; WOF = POINTS ------------------------------------------------------------------------------- N 27.70 -3.4 -t -94.2 1 SGL TINT N 17.0 9.6 1.34 218.7 SGL TINT N 10.7 9.6 1.20 123.3 NE 74.20 -3.4 -252.3 1 SGL TINT NE 5.0 7.3 1.39 50.7 1 SGL TINT NE 23.4 7.3 1.11 189.8 1 SGL TINT NE 23.4 7.3 1.07 182.5 1 SGL TINT NE 11.2 7.3 1.11 90.8 1 SGL TINT NE 11.2 7.3 1.06 86.7 E 49.00 -3.4 -166.6 1 SGL TINT E 11.2 -2.0 .49 -10.9 1 SGL TINT E 26.6 -2.0 -1.65 87.7 1 SGL TINT E 11.2 -2.0 .75 -16.8 SE 72.60 -3.4 -246.8 1 SGL TINT SE 36.6 -9.7 .17 -59.5 1 SGL TINT SE 24.0 -9.7 .42 -98.1 1 SGL TINT SE 12.0 -9.7 .42 -49.0 S 42.40 -3.4 -144.2 1 SGL TINT S 20.0 -10.2 .44 -90.4 1 SGL TINT S 11.2 -10.2 .90 -102.8 1 SGL TINT S 11.2 -10.2 .96 -109.3 SW E•2.80 -3.4 -213.5 1 SGL TINT SW 23.4 -9.7 .88 -199.2 1 SGL TINT SW 23.4 -9.7 .93 -211.4 1 SGL TINT SW 16.0 -9.7 .24 -37.6 W 63.40 -3.4 -215.6 1 SGL TINT W 7.0 -2.0 -2.03 28.4 1 SGL TINT W 17.0 -2.0 -.66 22.6 1 SGL TINT W 17.0 -2.0 -5.04 171.4 1 SGL TINT W 11.2 -2.0 .49 -10.9 1 SGL TINT W 11.2 -2.0 .75 -16.8 NW 28.00 -3.4 -95.2 1 SGL TINT NW 17.0 7.3 1.62 200.5 ------------------------------------------------------------------------------- 1 SGL TINT NW 11.0 7.3 1.67 134.1 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = APJ GLASS 1 GLASS ------------------------------------------------------------------------------- AREA AREA FACTOR POINTS POINTS 1 POINTS .15 4,111.00 420.10 1.468 -1,4 8.34 -2,096.61 1 574.41 ------------------------------------------------------------------------------- NON GLASS------------ 1 ------------------------------------------------------------------------------- AREA x BWPM = POINTS 1 TYPE R-VALUE AREA x WPM = POINTS WALLS---------------- 1 Ext 2611.0 1.1 2872.1 1 Ext. NormWtHlock In 5.4 2611.0 2.78 7258.6 Adj 203.0 1.8 365.4 1 Adj Wood Frame 11.0 203.0 1.80 365.4 DOORS---------------- 1 Ext• 93.0 5.1 474.3 1 Ext. Insulated 93.0 5.10 474.3 Adj 18.0 4.0 72.0 1 Adj Wood 18.0 5.90 106.2 CEILINGS------------- 1 1 UA ' 4111.0 .6 2466.6 1 Under- Attic 19.0 2106.0 1.00 2106.0 1 Under- Attic 19.0 2265.0 1.00 2265.0 FLOORS--------------- 1 1 Slb 354.0 -1.9 -672.6 1 Slab -on -Grade .0 354.0 2.50 885.0 INFILTRATION--------- 1 4111.0 4.1 16855.1 1 Pract,ice 42 4111.0 4.10 16855.1 TOTAL WINTER POINTS 1 TOTAL :> SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MOLT POINTS 1 COMPON RATSO MOLT MULT MULT POINTS ---------------------------------------- 7-------------------------------------- 20, 336. 29 1.10 22, 369. 92 1 30, 809. 99 1.00 1.100 1.000 .950 32,i '2SO. 04 L WATER HEATING 4: q: -I: BASE AS -BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x. CREDIT = TOTAL BEDRMS RATIO MULT -------------------------------------------------------------------------------- 1 5 3527.0----1-7,635.00 I 40 .94 1.000 3302.0 1.00 16,510.00 SUMMARY BASE AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 33276.4 22369.9 17635.0 73,281.33 1 19921.2 32280.0 1650.0 68,711.24 * * * * *. * 4: *. * * J: * ;J: :1.. -.1: :f. :f: ": EPI = 93.76 3: 1 ENERGY gUIDE For detailed information of the EPI rating number r for any ITEM listed, ask your Builder- for EPI= 93.2 DCA"Form 60OA-93 or Form 60OD-93 0 10 20 30 40 50 60 70 30 90 10O -------------------------------------X---i The maximum allowable EPI is 100. The lower- the EPI the more efficient the Home RESIT>ENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS ..................... Single Tint. I ------ x--------------I INSULATION .................. Ceiling R-Value......... 19.0 Wall R-Value......... 5.4 Floor R-Value......... 0.0 AIR CONDITIONER ............. SEER ...................... 12.2 HEATING SYSTEM .............. Electric COP .............. 1.0 WATER HEATER ................ Electric EF.............. 0.94 Gas EF.............. 0.00 Solar EF.............. OTHER. FEATURES .............. R-10 R-30 I--------- }----------- 1 R-0 R-7 I--------------- X ----- I R-O R-19 !X--------------------I 10.0 SEER 17.0 ---- X--------------I 2.50 COP 4.19 ix--------------------i 0.88 0.96 i--------------- X ----- 1 0.54 0.90 �--------------------- 1 0.40 0.80 I--------------------- I. certify that these energy saving features required for the Florida Energy Code Have been installed in this house. Builder Address: -------------Signature; Date: C: i t.y / 2 i p----------------------- Florida Energy Code for Building Construction - 1193 Florida Department of Community Affairs FL-EPL CARD93 Z SI �T .- STATE OF FLORIDA :--I DEPARTMENT OF HEALTH -AND HER" ONSITE .SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT'. -- .Authority: Chapter 351,, PS & CONSTRUCTION PERMIT FOR: - [`�.] New System [. J Existing -System .,[ ]. Holding [ ] Repair '[ ] Abandonment - [ ] Other(S, A APPLICANT: PROPERTY LOT: SUBDIVISION: PERMIT # , o 6 7 U E SERVICES DATE'PAID /l^30_91 FEE. PAID $ 7.0-0 RE�C�EInP'T' # V0670 IOD-6, PAC J d� dank [ ] Temporary/Experimental AGENT: W S ly U cot cc O' NJ O PROPERTY ID �/: 23•� +� G [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER] [OR TAX ID NUMBER] u SYSTEM MUST -BE CONSTRUCTED IN ACCORDANCE -WITH SPECIFICATIONS,,AND STANDARDS OF CHAPTER-lOD-6., FAC REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALLOTHER PERMITS EXPIRE ONE YEAR FROM THE DATE. OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE --THE APPLICANT TO MODIFY THE PERMIT APPLICATION. `SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND -VOID. SYSTEM DESIGN AND SPECIFICATIONS HL:L-ubluu'UUI11R" T ,3 GALLONS.. v`PD] SEPTIC TAN ROBIC UNIT CAPACITY MULTI -CHAMBE /iIN .SERIES: [(f} A ( [ ONS / GPD] CAPACITY MULTI=CHAMBERED/IN SERIES:[ ] N 3� ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE 'TANK: 1250 GALLONS] K [� GALLONS PER DOSE DOSING-TANK-'Apa CITY DOSE RATE [-] PER 24 HRS NO. OF PUMPS: [ OI 0 D [ �7.50 ] SQUARE FEET-FZ,I5DRA7.NESELDEM R ( ] SQUARE FEET C__ SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [LI•]MOUND I CONFIGURATION: [ U.] TRENCH [ ] BED N >4iJ �Db&�wwPIL(c� picQ F LOCATION. OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM. SITE [ Q ] [INCHES FT] ABOVE/BELOW ENCHMARK FERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ ] (IN�ES FT]_.ABOV BELOW•`$1 E C /REFERENCE POINT L D FILLLnL REQUIRED: [ E3 ] INCHES EXCAVATION REQUIRED: [ Q (/] INCHES O I/mod dLi Dom" cz es or,,. `Ccl c /Zr=u2cT 66cvc A t-14C'& ruwnlc 'T h �i'x 1-f4-MA-f7' 16 A - 8 �s'/rlfr ��1 r 7.Cr• a sc n • - -- - H / IF AREA OF E SATURATION FROM ROOF D R ROOF MAST RF GUTTERED PRIOR TU FINAL APPROVAL, SPECIFICATIONS BY: p TITLE: APPROVED BY: /A - TITLE: ' - c"l EXPIRATION DATE :Ah DATE ISSUED:-' +. S �- THIS'PERMIT IS ISSUED BASEDON / 9PpI ICATiON MADE FOR A IfE BEDROOM PRIVATE RESIDE CE, ANY HRS-H Form 4016, Mar 92 (Obsd(etes previous editions which may not be used) . USE OF DEN, STUDY, OR. OTHER REBe 1 of 2 (Stock Number:, 5744-001-4016-0), WILL TAL VIOLATE ROOM AS A BEDROOM' . APPLICANT MAY CAU ESYSTEM FAILURE AND INSTRUCTIONS: i. .r PERMIT NUMBER: Permit tracking number assigned by CPHU. , i APPLICATION FOR: Check type of permit, if 'Other' specify type in bl4ja. x APPLICANT: Property owner's full name. y� TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally`gtdho=d representative. MAILING ADDRESS: P.O, box or street mailing address for applicant or agent. _ LOT, BLOCK, SUBDIVISION or - PROPERTY IDb: 27 character id number for property. (CPHU may require property appraiser ID / or section/township/range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK:. Minimum specifications from Chapter IODfi, FAC. DRAINFIELD: Minimum specifications from Chapter 1013-6, FAC. OTHER: Other specifications, such as operating permirrequiremonts, low -volume, flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Public Health Unit (CPHU) personnel reviewing and approving permit. DATE ISSUED: Date permitis issued by CPHU. EXPIRATION DATE: .One year from date issued if the system has not been installed. Permits for system repairs become. void 90 days from the date issued. A- ST. LUCIE COUNTY J DEPARTMENT OF COMMUNITY DEVELOPMENT • 23viaROOM ]03 Yoc P—em n 349/7-5652 407-462-3553 SCANNED BY Stluellbefi ➢fltv I, the undersigned, am the owner of the following described property, (Wx ID/MBd dueri*n/eddras) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number . I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Properly Owmr owner Date .(Pdnq ) STATE OFfLOPM& COUNTY OF-T. Wor THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE M%nETHIS DAY OF "&�K /� 19 _ ,L WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED QR1VR C/C&7'1SF. AS IDENTIFICATION. NarARrPUSUC THE MKCAL TYPE OR PRINT NAME OF NOTARY CC L/337DCOMMISSION NUMB (no $oti+to MICHEUEBLADERGROEN My Comm Exp. 4/17/99 POBaI Bonded By Service Ins No. CC453370 I I P--UY K-- 11 om„l a 6LCCOV FORM NO.: 011-00 \--- 1200 GALLON SEPTIC TANK ROBERT FOX SEPTIC TANK & DRAINFIELD DETAIL Applicant: Mr. & Mrs. Robbie Fox St. Lucie Cjunty Health Unit Agent: Fowler Land Surveying Environmental Health Description: Section 23-35-39 Site Plan Approved For Construction !3 Supercedes All Previous Site Plans For OSDS ©- Reviewer � -. - TO ACCOMPANY DR. 4 4160-M DATED-11-6-95 sLkWED BY St. Lucie�40 Lennox Objective Guide to Installation Comparison k kkkkkkkkkkkdekkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkN7ckkkkkkffikkkkRkkkkkY�kkkt Sea Coast Air Conditioning and Sheet Metal, Inc. 3207 Industrial 31st Street Ft. Pierce, F1 34946 (407)466-2400 k 9�qc Yckkkkkkkkkkkkkkkkkkkkkkkkkk&kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk8kkkkkkkkk*� 12/18/95 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 ROBBIE & JUDY FOX LONESOME PINE TRAIL PREPARED FOR: ST. LUCIE CO. PREPARED BY: J.V.L. FILE TITLE: FOX DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 75 WINTER OUTSIDE 42 SUMMER INSIDE 75 SUMMER OUTSIDE 92 DAILY TEMPERATURE RANGE INDICATOR L DESIGN GRAINS RELATIVE HUMIDITY 58 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.6 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 1 WHOLE HOUSE IN ZONE 1 86 X 48 WALL 14E 4 INCH BRICK 8 INCH BLOCK NO INS 499 6,580 3,450 OVERHANG = 3.0 DOOR 9G FRNCH DR, 2 PN CLR GLASS WOOD PR FACING -NW 41 698 1,288 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW 1A SNGLE PN CLR GLASS WD FRM FACING -NW 16 523 570 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW 1A SNGLE PN CLR GLASS WD FRM FACING -NW 9 294 320 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW lA SNGLE PN CLR GLASS WD FRM FACING -NW 12 39.2 427 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WALL 14E 4 INCH BRICK 8 INCH BLOCK NO INS 440 5,801 3,041 OVERHANG = 3.0 DOOR 9G FRNCH DR, 2 PN CLR GLASS WOOD FR FACING -SE 41 698 761 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW 1A SNGLE PN CLR GLASS WD FRM FACING -SE 96 3,136 1,690 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 .. i. � ; _�_ . �. . i �. 12/18/95 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 ROBBIE & JUDY FOX LONESOME PINE TRAIL AREA BTUH BTUH SQ FT. LOSS GAIN WALL 14E 4 INCH BRICK 8 INCH BLOCK NO INS 974 12,860 6,742 OVERHANG = 3.0 WINDOW 1A SNGLE PN CLR GLASS WD FRM FACING -NE 50 1,617 1,762 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW 1A SNGLE PN CLR GLASS WD FRM FACING -NE 32 1,045 1,139 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW IA SNGLE PN CLR GLASS WD FRM FACING -NE 36 1,176 1,282 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW IA SNGLE PN CLR GLASS WD FRM FACING -NE 6 196 214 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 DOOR lOD SOLID CORE 20 307 161 WALL 14E 4 INCH BRICK 8 INCH BLOCK NO INS 874 11,537 6,048 OVERHANG = 3.0 WINDOW 1A SNGLE PN CLR GLASS WD FRM FACING -SW 24 784 422 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW IA SNGLE PN CLR GLASS WD FRM FACING -SW 24 784 422 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW IA SNGLE PN CLR GLASS WD FRM FACING -SW 20 653 352 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW IA SNGLE PN CLR GLASS WD FRM FACING -SW 90 2,940 1,584 TINT -TINTED SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 CEILING 16D LIGHT R-19 INSULATION 4,128 7,220 8,095 FLOOR 22A NO EDGE INSULATION 268 7,164 0 WINTER INFILTRATION 579 CFM 21,020 SUMMER INFILTRATION 496 CFM SENSIBLE GAIN 9,282 LATENT GAIN 19,576 MECHANICAL VENTILATION 240.0 CFM 8,712 4,488 PEOPLE 8 2400 APPLIANCES 1200 DUCT LOSS MULT=.15 GAIN MULT=.30 14,421 17,142 TOTAL FOR ROOM 1 49,536 CU FT 4,128 ----- ----- SENSIBLE 110,560 74,282 LATENT 30,881 12/18/95 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3 ROBBIE & JUDY FOX LONESOME PINE TRAIL STRUCTURE TOTALS 49,536 CU FT 4,128 SENSIBLE 110,560 74,282 LATENT 30,881 ------------------------------------------------------------ MINIMUM Cooling Capacity needed is 105,163 btu at 92 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 85,425 btu (115% of Sensible Load) ------------------------------------------------------------ ***************************** Version 92.05****aa*************************** * This Heating and Cooling Load Computation was produced using the procedures * * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated loads depends upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures for the given conditions. No warranty, either expressed or * * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and/or sufficiency of the information provided by this report. E DONALD L. BERGMAN:ARCHITECT, P.A. AA 0002257 SCANNED ADDENDL-M N BY FOYRESIDMNCE L1r 1.2.034 78I���U�� JOB #95-030S This addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid as part of the Contract Documents. ITEM#1 BITLMENOiiSD ANIIPPROOFIN As requested by the Owner. the bitumenous dampproofmg on 8" concrete block walls to receive the 3" brick veneer shall -be deleted from the -scope of the -Project. 1210 SOUTIH 12TH STREET --.-1C2CE. FL 34930 aC- a66 CC? V - r-�.- I - • --- -- „-ILAJ ...-- .y . . ... DONALD L. BERGMAN ARCHITECT, P.A.I AA 0002257 ADDENDUM #4 FOX RESIDENCE JOB #95-0305 This addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid as part of the Contract Documents. ITEM #1 RITT TMENOX-,S DAINIPPR OOFINC As requested by the Owner. the bitumenous dampproofmg on 8" concrete block walls to receive the 4" brick veneer shall be deleted'from the scope of theTroject. 1210 SOUTH 12TH STREET FT. PIERCE. FL 34950 407•e66,0075 L DONALD L. BERGMAN ARCHITECT.�i�,:�'�. AA 0002237 :z- ADDENDUM #3 FOX RESIDENCE JOB #95-0305 This addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid as part of the Contract Documents. ITEM #1 LOFT Construct the loft as originally shown and noted on the drawings. Omit the spiral stair and provide a straight run stair (with landing as required) with stair risers not to exceed 7 3/4". 1210 SOUTH 12TH STREET FT. PIERCE, FL 34950 407-466-0075 A _ - 1 i Judith Guettler-Fox 4451 Taylor Dairy Road Fort Pierce, FL 34946 February 23, 1996 St. Lucie County Building Dept. 2300 Virginia Avenue Fort Pierce, FL 34982 RE: PERMIT #95120347 I am the owner of the house being built at 8850 Lonesome Pine Trail in Fort Pierce, permit number referenced above. I do not want recessed floors as indicated on the prints. We have changed the type of flooring and recessed floors are no longer required. Thank you. Sincerely, P" V \� udi Guettler-Fox t U 0 DONALD L. BERGMAN ARCHITECT. I?:A:,...... . AA 0002257 ADDENDUM #2F, FOX RESIDENCE = = ( - - JOB #95-0305 This addendum hereby becomes a part of the Plans and Specifications and shall be included.in the Base Bid as part of the Contract Documents. ITEM #1 STRUCTURAL CONNECTOR SCHEDULE See Attachment #1 ITEM #2 LOFT Delete the spiral stair and any and all references to the loft. ITEM #3 ENTRANCE DETAIL See Attachmen 1210 SOUTH I2TH STREET FT. PIERCE. FL 34930 407-466-0075 STRUCTURAL CONNECTOR SCHEDULE TRUSS CONNECTOR UPLIFT OTY ANCHOR TYPE & QUANTITY A, B, C ETA/TSS 16 870# 1 B-10d x 1 V2 D, E, F ETA/TSS 16 870# 1 8-10d x 1 112 GRA,GRB,GRC HETA/TSS 20 1490# 1 12-10d x 1 1/2 GRF, GRG HETA/TSS 20 1490# 1 12-10d x 1 V2 G, H, K, L HETA/TSS 20 1735# 1 14-10d x 1 V2 K H5 ® WOOD BRG. 910# 2 4-8d (TO PLATES) HETA/TSS 20 ® BLK. BRG. 1735# 1 14-10d x 1 V2 L HETA/TSS 20 1735# 1 14-10d x 1 1/2 M HETA/TSS 20 1735# 1 14-10d x 1 1/2 JC1, 3, 5 ETA/TSS 12 580# 1 5-10d x 1 112 JE7 ETA/TSS 12 580# 1 5-1Bd x 1 1/2 KJ7 ETA/TSS 14 725# 1 6-10d x 1 1/2 JCA,JCB,JEA 12.5 ® WOOD BRG. 830# 2 5-8d KJA MTS 12 10000 1 14-10d VA, VB MTS 16 1000# 1 14-10d V4, V8, V12 MTS 16 1000# 1 14-10d V16 MTS 15 1000# 1 14-10d GENERAL NOTES: 1. QUANTITIES INDICATED ARE PER TRUSS BEARING 2. STRUCTURAL CONNECTORS SPECIFIED ARE BY SIMPSON OR EQUIVALENT. UPLIFT CAPACITY AND # OF FASTENERS OF ALTERNATE CONNECTORS MUST MEET OR EXCEED THAT SPECIFIED MI■i■ii . _ .I .. .. 1, Elm I� III • c I :n ► • li c .0 ' :__ 'FILLED_ ! . � -- �,l��,h :iiii�� ". • ..' � �! :� � •��., I "Bill -�-- I�-ME � - Will�ll'�II'■ ����� Ili �■I®I�I�I■I■I��� _.__ manli STL : ROOF FRAMING PLAN SCALE: v4q=11-03 DONALD L. BERGMAN ARCHITECT, P, A ............. ADDENDUM #1 FOX RESIDEN( JOB #95-0305 This addendum hereby becomes a part of the Plans and Specifications and shall be as part of the Contract Documents. nthe Base.Bid ITEM #1 ELECTRICAL RISER DIAGRAM sC�� w See Attachment #1 St. LUM C61j"/ ITEM #2 PLUMBING RISER DIAGRAM See Attachment #2 ITEM #3 STRUCTURAL CONNECTOR SCHEDULE Refer to Roof Framing Plan for locations of Simpson connectors, fasteners and uplift are as follows: Noted Connector # Fasteners/Size Max. Uplift Simpson ETA/TSS 16 8-10d x 1 1/2 870 Simpson U210 10-16d (Carrying Member) 720 6-10d x 1 1/2 (Carried Member) Simpson H5 4-8d (to plates) 1425 Simpson HETA/TSS 20 14-10d x 1 1/2 1735 Simpson HU26 6-10d Ledger 240 4-10d x 1 1/2 Joist Simpson HU212-2 22-16d Header 905 10-10d Beam Shear/Bearing Walls: Provide Simpson HD5A with 2-5/8"0 anchor bolts @ ends of each wall and at each side of openings " . (thru 2 studs min.). 15/32" plywood sheathing shall be attached to the top & bottom plates, overlapping the plates 1 1/2", with a double row of 8d nails @ 4" o.c., 1/2" from the edge of the plywood. ITEM #4 LOFT FRAMING Change the Loft framing from 2" x 12" joists @ 12" o.c. (as shown on the Floor Plan) to TJI 35SP @ 16" o.c. Provide 2-1 3/4" 2.0E ES MICRO=LAM LVL beams each side and as a header for the TJI 35SP joists around the spiral stair opening. 1210 SOUTH 12TH STREET FT. PIERCE. FL 34950 407-466-0075 AnPd pit. %4`Ckt'crn0 `wrCV16E FT Fro t�� Ayw A ji P4 A I aL MTc-eVJTE� TYP Tr' nSG } MA 114 Fr Ls p.l L e. Pa L g r 1lg or 4e-T IAref.' :nc-cT r ^,.nnA roc ��� �rG. ct•�EL-. �%6 ELfar-Tw164L RI-q,roOr rPIA4QANI Nr, et6:.E Lev I eule 0o W." i'd• rw 'jv �g c erJe } c�?�iF Sivqwraml l T"r:, G Lev. We d'rp Wl,rJEQ ..i .r;rS ` ire .r L4o w b1AAle 4GA E NOTICE OF COMMENCEMENT To whom it may concern: 'The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statues, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description o££ pro erty (include Street Address) ..UPztb.9a1.50..tt.. Af the west 1/4 of the nw'144.9f„the. sw,l/,4,,,less,the..west 40 ft. for ..... • . • • •road• •righ b -of- way:..&aid land lying- zn • set+Cion• •23; • t:dwnstfip 35 ........ sout_ h ranger¢ 39, •east , ,St; , •I<gP,ie ,G4uRtY...................... Lonesome Pine Trail General description of improvements............................................ ............................................................................... Owner.......ludith -ID%. &uett-ler—F'ox......................................... Address .... .4451. Taylor• -Dairy •Road • • • p t: pyerce: -Pl - 34.54b' • "' • - • • ' • • • • Owner's interest in site of the improvement . ....... ......................... Fee Simple Title holder (if other than Owner) .................................. Name. ....................................... ............................. Address........................................................................ . Contractor ............. Address ................ Surety (if any)........ Address........................................................... Amount of Bond $ .................................................. Any person making a loan for the construction of the improvements: Name......................................................................... Address........................................................................ Person within the State of Florida designeated by owner upon whom notices or other documents may be served: Name........................................................................... Address........................................................................ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h) Florida Statues (Fill in at Owner's Option). Name........................................................................... Address.... (�. ..... ....... Notary as to Owner My Commission.Expires:........... FOR y 4ES5xe3pr3R .................................... Contractor Notary as to Contractor My.Commission Expires: .............. .................................... Contractor's State Certification No. Contractor's Comp. Card No. .................................... Permit Clerk