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Home My WebLink AboutSUBMITTED PAPPERSDepartment,of Community 'Affairs SN: 5077 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 'Residential Component Prescriptive Method A CENTRAL. PROJECT NAME: :BUILDER: MICHAEL DIFRANCESCO CONST. AND ADDRESS: :PERMITTING ;CLIMATE :OFFICE: :ZONE: 4:_i Si_i 6' _ OWNER: DOYLE RESIDENCE :PERMIT NO. :JURISDICTION NO. CK 1. New constructionor addition. 2. Single family detached or Multifamily attachec 3..�,If Multifamily -No. of units 4.4If Multifamily; is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave-overhang ,,(ft:) 7.• Porch overhang length (ft.) B. Glass area and type: SCANNED. a. Clear Glass .b. Tint, film or solar screen BY 9. Floor type and insulation: St: Lucre County a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R-value) 11.Ceiling type.area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems 'i3.Cool•ing system 14.Heating System: 15.Hot water system: 16.Hot Water Credits:•(HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier; MZ-Multizone) ' 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points --------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are i mpliance with the Florida Ener y de. PREPARED BY. DATE: I hereby certify that this building is : in compliance with the Florida Energy Code.' OWNER/AGENT: DATE: 1. New Construction _ 2. Single_Family _ 3. 0 _ 4. _ 5. 2062.00 _ 6._ 2.00 _ 7. 8.00 _ Single Pane Double Pane 8a:. O,Osgft O.00sgft _ 8b.308.0sgft O.00sgft 9a.R= 0.00 , 249.50 ft 10a=l R= 4.20., 1459'.00sgft 10a-2 R=11.00, 328.00sgft lla.R=19.00 , 2062.00sgft 13. 14. 15. 16.. 17. 18. 19, 19a. 19b, Type: Central A/C EER: 10. Type: Strip Heat `Cop: 1. Type: Electric EF: 0.96 2 CF 99.91 38054.89 38089.43 00 00 ---------------------------------- 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. BUILDING -OFFICIAL: DATE: 1 0 0 SUMMER CALCULATIONS BASE AS -BUILT ------------------------------- GLASS ---------- 7 ----- - ORIEN. AREA x BSPM'm POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS N. 153.00 82.2 12576.6 1 SGL TINT N 6.0 51.5 .70 216.1 1'SGL TINT N 30.0 51.5. .83 1280.3 :'SGL TINT N 10.0 51.5 .83 426.8 SGL TINT N iomo 51.5 .83 4:26.8 SGL.TINT N 54.0 51.5 .69 1918.9 SGL-TINT N 24.0 51-5 .80 987.9 SGL TINT N 19.0 51.5 .86 844.5 E 19.00. 82.2 1561.6 SGL TINT E 19.0 107.1 .55 1109.1 S 106.50 82.2 8754.3 SGL TINT S 24.0 98.3 .59 1399.6 SGL TINT 3 30.0 98.3 .30 885.9 SGL TINT S 13.5 98.3 .29 387.2 SGL TINT S 30.0 98.3 630 885.9 SGL TINT S 9.0 98.3 .51 447.-2 W 29.50 82.2 2424.9 i SGL TINT 'W 10.0 107.1 .78 832.5 !-SGL TINT. W 6.0 .54 346.0 ---------------------------------------------- - SGL TINT - W 13:5 .107.1 107.1 .75 1085.7 i15 x COND. FLOOR TOTAL GLASS = ADJ.- x GLASS -------------------------- ADJ GLASS GLASS AREA ------------------------------------------------------------------------------- AREA FACTOR POINTS POINTS POINTS .15 2,062.00 308.00 1.004 2S;317.60 25,424.46 13,480.26 NON'GLASS ------------ AREA x BSPM =.POINTS ------------ ------------------- TYPE ------- ------- REVALUE --------- AREA ----- x SPM,= ------------- POINTS 7 WALLS -------- ------ Ext 1459.0 1.0 1459.0 Ext NormWtBlock In 4.2 1459.0 1.1-6 1692.4 Adj. 328.0 .7 229.6 1 Adj Wood Frame 11.0 328.0 .70 229.6. DOORS----------------' Ext 20.5 4.8 98.4 Ext Insulated 4.80 98.4 Adj 18.0 1.6 28.8 Adj Insulated. 18.0 1.60 28.8 CEILINGS ------------- UA 2062.0 .6 1237.2 ;_Under Attic 19.0 2062.0 1.10 2268.2 FLOORS ---------------- Slb , 24.9.5 -31.8 -7934.1, Slab -on -Grade .0 . 249.5 -31.90 -7959.0 IRFILTRATION --------- 2062.0 10.9 22475.8 Practice #2 -- ------------ 2062.0 10.90 22475.8 TOTAL SUMMER POINTS ------------ 43,019-.16 ------------------------------------------------------------------------------- -------------------------- 32,314.45 TOTAL x SYSTEM = COOLING i TOTAL x CAP x DUCT x-SYSTEM x CREDIT = COOLING SUM PTS MULT ---------------------------------- POINTS COMPON RATIO ---------------- MULT --------------------------- MULT MULT POINTS .43,019.16 .37 15,917.69 --------------------------------------------- ] 32,314.45.1.00 1.000 .340 : ------- .860 9,448.74 WINTER CALCULATIONS BASE ___ __= AS -BUILT ------------------------------------------------------ GLASS---------------- ORIEN , AREA x BWPM = POINTS i TYPE SC ORIEN --------- ------------------------------- AREA x.WPM x WOF =.POINTS N 153.'00. -3.4 -520.2 i SGL TINT N 6.0 .9.6 1.19 68.8 SGL TINT N 30.0 9.6 1.10 317.1 SGL TINT N 10.0 9.6 1.10 105.7 SGL TINT N 10.0 9.6 1'.10 105.7 SGL TINT N 54.0 9.6 1.20 .622.1 -- i SGL TINT N 24.6 9.6 1.12 258.7 SGL TINT N 19.0 9.6 1.08 197.6 E 1.9.00 -3.4 _ -64.6 SGL TINT E 19.0 -2.0 -1.80 68..4 S 106.50 -3.4 -362.1 ; SGL TINT S. 24.,0 -10.2 .58 -141.3 i SGL TINT S 30.0" -10.2 -.84 256..2 SGL TINT S 13.5 -10.2 -.90 123.6- SGL TINT S 30.0 =10.2 -.84 256.2 SGL TINT S 9.0 -10.2 .37 -34.3' W 29.50 -3.4 -100.3 ; SGL TINT W 10.0 -2.0 -.21 4.3 SGL TINT W' 6.0 -2.0 -1.86 22.3 -------------------------------------------------------- SGL TINT W 13.5 -2.0 -.36 9.8 .iS x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ---------------------- ADJ GLASS '; GLASS AREA AREA FACTOR POINTS POINTS POINTS -----------------------------------------------------;-------------------------- 115 2,.062.00 308.00 1.004-1,047.20 ------------------------- -1,051.62 ; 2,240.90 'NON GLASS ------------ ------- -------------------------- AREA x BWPM = POINTS ; TYPE R-VALUE ----------------------------------------------- AREA x WPM =-POINTS WALLS ---------------- Ext 1459.0 1.1 1604.9 Ext NormWtBlock In 4..2 1459.6 3.26 4756.3 Adj 328.0 1.8 590.4. Adj Wood Frame 11.0 328.0 1.80 590.4 DOORS--------------- . - Ext 20.5 5.1 104.5 ; Ext Insulated 20.5 6.10 104.5' Adj 18.0 4.0 72.0 ; i Adj Insulated 18:0 4.00 72.0 CEILINGS ------------- UA 2062.0 .6 1237.2 ; i Under Attic 19.0 2062.0 1.00. 2062.0 FLOORS--------------= Sib 249.5 -1.9 -474..0 ; Slab -on -Grade .0 249.5 2.50 623.8 INFILTRATION --------- 2062.0 4.1 8454.2 ; Practice #2 2062.0 4.10 8454.2 TOTAL WINTER POINTS - 10,537.58 i 18,904.14 ------- ----------------------------------------------------------------------- TOTAL x SYSTEM = HEATING ;TOTAL x CAP x DUCT X SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS '10,537.58 -1.10-11',591.34 1 18,904.14y1.00 1.000~ - 1 000----1,000 - 18,904.14 WATER HEATING BASE ___ i __= AS -BUILT -------------- 7 --------------- NUM OF x MULT = TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------ --------------- - - -- --- 3 '3527.0 10,581.00 i 40 .96 1.000 3234.0 1.00 9,702.00 SUMMARY -= BASE =-- ; __= AS-BUILT------------- ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 15917.1 11591.3 10581.0 38,089.43 ; 9448.7 13904.1 9702.0 38,054.89 * EPI = 99.91 ***************** ENERGY GUIDE For detailed 'information of the EPI rating number or for any'ITEM listed, ask your Builder for' EPI= 99.9 DCA Form 60OA-93 or Form- 60OB-93 010 20 30 40 50 60 70 80. 90 100 -------------------------- -------------- X- 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 WINDO,WS...................;.. Single Tint ;------ X-------------- INSULATION ......:........... R-10 R-30 ;Ceiling 'R-Value......... 19.0 ;--------- X---=------- ; - • R-0 R-7 Wall 'R-Value........... 5.4 ;--------------- X---�-- R-0 R-19 Floor R-Value......... 0.0 ;X--------------------- AIR CONDITIONER.............. • 10.0 SEER 17.0 SEER/EER.................. 10.3 iX-------------------- • 9.7 EER 16.0 HEATING SYSTEM .............. 2.50 COP 4.19 . Electric COP/HSPF........ 1.0 1X -------------------- 0.78 AFUE 0.90 Gas AFUE.... '........ 0.00 ;--------------------- WATER•HEATER................ 0.88 0.96 Electric EF.............. 0.96 ;---------------------X 0.54 0.90 Gas EF.............. 0.00 ;---------------------; . 0.40 0.80' Solar EF.............. ;------------------__- OTHER FEATURES .............. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 API-23397 WED 12:16 PM I SU ION CERTIFICATE �13v Id � � � BAIT BLOWN I MA INSULATION 7016 I, I NSYLATION Nff If IANCI R TTrr Nr INSYLATIo■ Owens-Corning Fiberglass or Knau4 INSOLRTION I9511 Af0 01 .. MAGIC TRIANGLE, INC. SIC NATYNL FORT PIERCE: (WI) 401.1508 FRASER ENGINEERING AND TESTING, INC. VERO BEACH: (WI) U74167 STUAR76 (WI) 283.77U 3N4INDUBTUAL3hd9TREEP FORT PIERCE,FLORMA34M Report Of DENSITY OF SOIL. IN PLACE ASTM D2922 Client Mike Doyle Date February 17, 1997 Contractor Client Site 2130 West Boothe..Drive Foundation Fill Permit #97010384 TM No. Loeation Elevation In Plane ' Dry Density Moisture Density Relationship Pereent Compaction Test No. Dry De Density 2821 N.E. Corner 0 - 1' 107.3 2821 108.5 988 . " 1 - 2' 107.1 98.7 " 2 - 3' 107.5 99.0 " 3 - 4' 107.7 992 Center 0 - 1' 107.4 98:9 " 1 - 2' 107.7 99.2 " 2 - 3' 107.6 99.1 " 3 - 4' 107.3 98.8 S.W. Corner 0 - 1' 107.5 99.0 " 1 - 2' 107.2 98.8 " 2 - 3' 107.9 99.4 " 3 - 4' 107.6 99.1 All elevatio s below slal grade. I Cooples Client - 1 St. Lucie Co. Bldg. Dept. - 1 _;_ t•- II peco li suLmitted• PAULHJDANF.0 T ,P.E.-- w Y, c FORrPMCE: (561)4 ' VEROBEACH: (561)5 FRASER ENGINEERING AND TESTING, INC. STUART. (661)7 3M4INDUSTRIAL 13sd STREET FORT PIERCE, FLORLDA 3" Report Of MOISTURE DENSITY RELATIONSHIP AST'M 1557-70 Client Mike Doyle Date _ February 17, 1997 ., Contractor Client Site 2130 West Boothe Drive Foundation Fill Permit #97010384. 110 106 1041 8 10 12 14 Moisture - Percent of Dry Weight Teat Test . Sample Optimum Max Dry Soil Description No. Method Location Moisture % DeatilriP.C.F. Tan and gray, slightly 2821 B Composite 11.3 108.5 silty, slightly clayey, ine- sand. yr • Copies - Or _ PAUL H. ll Ri-H, P� E. — / IMES AIR �COND'ITIONING R CONDITIONING CONTRACTORS PIERCE, FL 34948 .SIDENT IAL/LIGHT COMMERCIAL HVAC LOADS .IENT INFORMATION: �ME : )DRESS: :.T STATE: DEAN DOYLE FT PIER, FLORIDA LDING LOADS: PROJECT: CLIENT: DATE: DESIGNER: DEAN DOYLE 9-26-96 GRIMES ------------------------------------------------------------------------ LOAD AREA SEN. LAT. + SEN. = TOTAL PTIONS QUAN LOSS GAIN GAIN GAIN ------------------------------------------------------------------------ IND. SGL PN&STM CLR GLS METAL 624 12,168 0 40,709 40,709 ALL 8" OR 12" BLOCK + R-19 1,232 1,774 0 904 904 OOR WOOD SOLID CORE 64 884 0 666 666 EILING R-19 INSULATION 3,600 5,724 0 8,204 8,204 LAB ON GRADE NO EDGE INSUL 180 4,374 0 0 0 ------------------------------------------------------------------------ t SUBTOTALS FOR STRUCTURE: 5,700 24,924 0 50,483 50,483 F ATION W.CFM: LATION---W.CFM_ -- ENSIBLEE GAIN TOTAL EMP. SWING MULTIPLIER 4 0 1,200 1,200 2,400 0 0 0 0 0 0 0 0 0 0 0.0 S.CFM: 0.0 0 0 0 0 0 0.0 S.CFM: 0.0 0 0 ------ 00 -------- --- 0 UILDING LOAD TOTALS ---------------------------- UPPLY CFM AT 20 DEG DT: QUARE FT. OF ROOM AREA: 24,924 51,683 X 1.00 1,200 51,683 52, ------------------- 2,349 CFM PER SQUARE FOOT: 0. 0 SQUARE FOOT PER TON: 0. OTAL HEATING REQUIRED WITH OUTSIDE AIR: 24.924 MBH OTAL COOLING REQUIRED WITH OUTSIDE AIR: 4.407 TONS ALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J. LL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY. 'E SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS. f � _ t _ _ _ Y 1 t ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL. 34982-5652 40%462-1553 i DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the projectdesign architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, Columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. CERTIFICATION STATEMENT: 1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or Complete the appropriate boil 1. BUILDING CODE EDITION USED IyEAR) � SBCCI ASCE 7-88 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK otM ENCLOSED PARTIALLY ENCLOSED � OPEN BUILDING 3. BUILDING HEIGHT: G V / FT. 4. WIND SPEED USED IN BUILDING DESIGN: I / D MPH 5. 4 6. 7. 8. 9. 10. 11. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE si): G�/f/r77y(- AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 2 c7. PSF PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: / PSF IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): /k D LOADS: FLOOR •� PSF ROOFIDEAD: I / PSF ROOF/UVE PEF WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ON4 YES NO If NO, why? (attach explanation) IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES ✓ NO _ If NO, why? (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK oW YES explanation) , 13. MINIMUM SOIL BEARING PRESSURE Z PSF NO_ AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION t CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND NAME: CERTIFICATION NO: DESIGN FIRM: DATE: I%9 l 97c If NO, why? (attach C S � STATE OF FLORIDA PERMIT � DEPARTMENT. OF HEALTH AND REHABILITATIVE SERVICES DATE PAID ONSITESEWAGE DISPOSAL SYSTEM, FEE PAID CONSTRUCTION PERMIT RECEIPT Authority: Chapter 191, 'FS &- Chapter IOD-6, FAC �[3,-` CONSTRUCTION. PERMIT FOR: `.. [We] New System [ ] Existing System [ ) Bolding Tank ( ] Temporary/Experimental, y. '[ ] Rerai:r [ ] Abandonment ( ] Other(Specify) .,: fur APPLILANT.: ®A � Yii�fr ��b "✓j f � AGENT.: �.-<i l ��' I__ � � �,p j 4. PROPERTY STREET `.`-i.i';��a..,� ADDRESS:- '��".% <l��ii`�- ,d- �{dej . i y'"�r'•r r tr. �;- LOT: BLOCK: SUBDIVISION: PROPERTY ID #: [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER] - - [OR TAX ID NUMBER] - _co_� SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 1OD-6, FAG. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS ;FROM THE. 'DATE OF ISSUE. ALL OTHER: PERMITS. EXPIRE ONE YEAR FROM THE DATE. OF ISSUE. HRS APPROVAL OF SYSTEM I 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 T GPD] SEPTIC TANK AEROBICG UNIT CAPACITY r MULTI-CHAMBERED/ItL SER%ES [Ef] _' A [ ] [GALLONS / GPD] CAPACITYMULTI=CHAMBERED/IN SERIES:[ ] N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 12150 GALLONS] K [ ] GALLONS PER DOSE DOSING TANK CAPACITY DOSE -RATE [ ] PER. 24. HRS NO. OF PUMPS: [ ] D, ] SQUARE FEET PRIMARY ➢RAINFIELD SYSTEM R ( ] SQUARE FEET _ '� - .SYSTEM _ A TYPE 'SYSTEM: [ jSTANDARD (. ] FELLED. I. CONFIGURATION: [ ) TRENCH' ( ] BED N F LOCATION OF BENCHMARK.;. I ELEVATION OF PROPOSED SYSTEM SITE It ] [INCHES/FT] E BOTTOM OF DRAINFIELD TO HE [ > ]�(INCHES'J.FTf L MOUND POINT POINT D FILL REQUIRED:_ [aFs`.]I INCHES EXCAVATION REQUIRED: [ %:7' 1 INCHES O �. `. �,. 4 ! 'i 7;..i<r t'.. re .`f '+-s iPz4� f. der .'I- •� °t. T H E R SPECIFICATIONS BY: TITLE: ,APPROVED BY: TITLE:,' 'DATE' ISSUED: r iF^, �f•. f - _ - - r- HRS'A form 4016, Mar 92 (ObsoteteS-preJious editions- which gray not be used) (Stock Number: 5744-001-4016-0) EXPIRATION DATE:r Page 1 of 2 BUILDING DEPARTMENT INSTRUCTIONS: PERMIT NUMBER: Permit tracking number byCPHU. :APPLICATION FOR: Check typo of permit; if -other" specify type in blank.. APPLICANT: Property owner's full name. TELEPHONE:. Telephonenumber for applicant or agent:. I AGENT: Property owner's legally authorized representative. MAILING ADDRESS;, P.O. box or street mailing address for applicant. or. agent. LOT, BLOCK,. SUBDIVISION or PROPERTY.ID#; 27 characters ID number for property. (CPHU.may require property appraiser ID# or section/townshiptrangelpareel number;)-+ SYSTEMDESIGN AND SPECIFICATIONS: ' TANK: Minimum specifications from Chapter IOD-6;PAC. DRAINFIELD: Minin um specifications from Chapter IOD-6, PAC. OTHER:. Other specifications, such as: operating permit requirements, 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 permit. is.'issued by CPHU.. 0 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. e a