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Home My WebLink AboutSUBMITTED PAPERWORKByron Larsen ENGINEER, P.E. 13985 2144 SE Harlow Street, Port Saint Lucie, Florida. 34952 Telephone 407/335-8192 August 10, 1990 ST. LUCIE COUNTY BUILDING DEPARTMENT FT. PIERCE, FLORIDA RE: LOG PR 90-2098; 805 CORY CAMPBELL ROAD DEAR SIRS: AT THE REQUEST OF MILLER CONSTRUCTION, WE REVIEWED THE 20'X 24', 2 STORY BUILDING UNDER CONSTRUCTION AT 805 CORY CAMPBELL.ROAD WITH PERMIT SLC 52187. THE CONSTRUCTION MODIFIED AS FOLLOWS WILL SUPPORT THE GRAVITY LOADS AS SPECIFIED IN THE STANDARD BUILDING CODE. 1. AT THE OPENINGS IN THE FIRST FLOOR BLOCK WALLS AT THE NORTH AND SOUTH WALLS, THE LOADING WILL HAVE TO BE SUPPORTED BY A HEADER OVER THE OPENINGS. THIS HEADER SHALL BE THE 2X12 HEADER JOIST THAT EXIST PLUS THE ADDITION OF A SINGLE 1-3/4" X 11-7/8" MICRO -LAM SECURED TO THE HEADER JOIST WITH 2 ROWS OF 10d COMMONS AT 12" OC. THE MICRO LAM MUST EXTEND BEYOND THE OPENING 8" ON EACH END. I- 2. THE APPARENT EXISTING FOOTERS ARE ADEQUATE. 3. THE MASONRY HEADER ON THE EAST AND WEST WALL ARE ADE- QUATE. IF YOU HAVE ANY FURTHER QUESTIONS CONTACT ME. STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority'. Chapter 381, FS Chapter 1 OD-6, FAC Applicant T `l Permit Number - -------PART 1 - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL -------------- Treatment Tank Septic tank or aerobic unit gallons Septic tank or aerobic unit gallons Graywater tank gallons Laundry waste tank _ gallons Other Requirements:, Grease interceptor gallons Dosing tank - gallons Minimum Draintrench OR Size Square Feet Square Feet Square Feet Square Feet Minimum Absorption. Bed Size " (a) Installation must be in accord with requirements of chapter 10D=6; FAC„ (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspection and approval is required before the system is covered. (d) Invert of stub -out for to be # - Invertof stub -out for to be Invert of stub -out for to be — Invert of stub -out for _- - to be '(e) Fill quality and quantity: (f) Other. �, - - 1 Square Feet Square Feet Square Feet Square Feet benchmark. benchmark. benchmark. benchmark. Systerr9�des gn and specifications by: - - Title - Construction authorized by: Date County Public Health Unit Note: Completed copies of this form will be provided to the applicant, installer and the building department. AUDIT CONTROL NO. J I's-H Form 4016, Feti:Bg(ObSOTetes' previous editions whmIn may not t used) VSl-k Number. bvaa-oni aota-oi Page t of 2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method Version 3.0 September, 1989 Department Of Community Affairs Printout generated by EP189C and submitted in lieu of Form 900-A-89 THIS COMPLIANCE FORM IS VALID IF SUBMITTED BEFORE JANUARY 1, 1990 --------------------------------------------------------------------------------------- PROJECT NAME: 1 PERMITTING OFFICE: --------------------------------- 1 AND ADDRESS: ' --------------------------------- 1 CLIMATE ZONE: 4 5 6 ------------------------------- 1-------- ----- BUILDER: miller- 1 PERMIT NO.: ------------------------------ 1---------- -- OWNER: cardin 1 JURISDICTION NO.: -------=------------------------ 1 - - __------- -------------------------------------------------------------------- COMPONENT-. DIMENSION: VALUE: RATING: VALUE: OFFICIAL CHECKLIST STRUCTURE TYPE: Single -Family PREDOMINANT EVE OVERHANG Length: 2.00 PORCH OVERHANG Length: 4.00 _ WINDOWS Single Tint Total. Area 181.90 _ All Vertical Glass Total Area 181.90 All Skylight Glass Total Area .00 WALLS Ext Wood Frame Area: 1062.00 R-Val: 11.00 Ext NormWtBlock: Int Area: 432.00 R-Val: 5.40 DOORS Ext Insulated Area: 40.00 CEILINGS FLAT Under Attic Area: 960.00 R-Val: 19.00 FLOORS Slab -on -Grade Perimeter: 129.00 R-Val: .00 DUCTS Unconditioned Space Length ALL R-Val: 4.20 COOLING Ceni:ral. A/C SEER: 10.00 Ceiling Fan: Credit HEATING# Striq Heat STRIP: 1.00 HOT WAtER Elec ric EF: Be Bedrooms: 3.00 INFILTRATION Conditioned Floor Area: 1440.00 Pract: 2.00 AS BUILT POINTS / BASE POINTS 100 - EPI 31,370.63 32,480.74. 96.5B GLASS TO FLOOR AREA RATIO = .126.3 ~ _ IL... --- ._._..._ In Accordance with Sec" 553,907 F"S^, I Hereby certify that the plans and specifications covered by this calcu~ lationqare in compliance with the Florida Energy Code. OWNER DATE: ^ ^ � ^ ^ , --------------^-^-`-~-----------------` 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—SectTon 553.908 F.S. BUILDING OFFICIAL: DATE: r � QP SUMMER CALCULATIONS BASE __= 1 -== AS -BUILT GLASS ---------------- 1 ORIEN AREA x BSPM = POINTS 1 TYPE SC ORIEN AREA SPM SOF = POINTS N 48.00 47.8 2294.4 1 SGL TINT N 12.0 51.5 .60 494.0 1 SGL TINT 1 SGL TINT 1 SGL TINT E 48.00 102.0 4696.0 1 SGL TINT 1 SGL TINT 1 SGL TINT 1 SGL TINT S 45.90 90.9 4172.3 1 SGL TINT 1 SGL TINT 1 SGL TINT 1 SGL TINT W 40.00 102.0 4080.0 1 SGL TINT 1 SGL TINT 1 SGL TINT 1 SGL TINT --------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. -----•---------------------------------- AREA AREA FACTOR .15 1,440.00 161.90 1.187 NON GLASS--------------- 1 AREA x - BSPM = POINTS 1 TYPE WALLS ---------------- Ext 1494.0 1.0 1494.0 DOORS ---------------- Ext 40.0 4.8 192.0 CEILINGS ------------- UA 960.0 .6 576.0 N 12.0 51.5 .80 494.0 N 12.0 51.5 .60 494.0 N 12.0 51.5 .80 494.0 E 12.0 107.1 .52 668.3 E 12.0 107.1 .52 668.3 E 12.0 107.1 .72 923.5 E 12.0 107.1 .72 923.3 S 12.0 99.= .25 297.5 S 12.0 98.3 .25 297.5 S 12.0 98.3 .59 699.8 S 9.9 98.3 .51 491.9 W 12.0 107.1 .72 923.5 W 12.0 107.1 .52 668.3 W 12.0 107.1 .72 923.5 W 4.0 107.1 .40 169.7 --------------------------------------- x GLASS = ADJ GLASS 1 GLASS POINTS POINTS 1 POINTS --------------------------------------- 15,442.71 1S,337.69 1 9,631.17 R-VALUE AREA SPM = POINTS Ext Wood Frame 11.0 1062.0 1.90 2017.8 Ext NormWtBlock In 5.4 432.0 .96 414.7 Ext Insulated 40.0 4.90 192.0 Under Attic 19.0 960.0 1.10 1056.r] FLOORS ---------------• ; Slb 126.0 -31.8-4070.4 1 Slab -on -Grade .0 126.0 -31.90 -4063.2 INFILTRATION--------- 1 1440.0 10.9 15696.0 1 Practice 02 1440.0 10.90 15696.0 TOTAL SUMMER POINTS 1 32,225.29 1 24,924.49 TOTAL x SYSTEM = COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SIM PTS MULT POINTS 1 --------------------------------------------------------------------------------- COMPON RATIO MULT MULT MULT POINTS Q,225.29 11,856.87 1 24,924.49 1.00 1.100 S,016.71 .43 .340 .860 Z6'ZLL6ZT- oon,T-__-000•T0 T°T 00'T 9L°TT9`TT-1-98°ZJ70°8====17T°T -1lIZ>SO`L -----------------'------------------------ - s -t----- SINIOd 11n•J i-inW 11nW OI1HJ NOdWOO 1 SINIOd i-1nW S.j 1 NIM 9NI.1-H3N = lIa3J3 ^ W31SAS Y 13na x dvo x 1H.L01 1 9NI1H3J-J - W3IISAS 'IHlOI SL°TT96TT 1 UT 9Q L 1 SINIOd `J31NIM -lViOi 0'V06S---OT'17 0.Ol7tT Z.# aDTIDS-4d 1 0'17069 -----------'----- T'17 0°017bT 1 ---------NDIJ-HJJ-IIJNI O.OZ'q OS•Z 0.8Z'[ 0° ape-49-uo-S"TS 1 Z,2tZ- 6"T- 018ZT 9IS 01096 00°T 0'096 0'6T :311.=1H JaP'un 1 0'9LS 91 O'096 Hn 1 ------------"'-S9NI-113O 0°'170Z OT°a 0"ot PaURInsUl 1.x3 1 0.17OZ T°S 0°0'17 1xz] 1 -----------------MOOG c>°ToZT 61_ Z ()"z2t tr., UI >ID0T94Mw,40N 1.x3 O•D,ZTZ 00'Z ti'Z90T O'TT aweJd POOM =t^3 1 'b•2b9T T'T 0'-V617T P. 3 1 ----------------S-1-1HM ------------ SINIO•_J WdM 6L'868 SINIOd SSH"l9 X H3JH 1 9ti'6Zo `T- 1 SINIOJ 1 SSH-f9 laH 3n1Hn-?J 09.998- SINIOd SSH-19 3JAI 1 S1NIOd WdM3 X H3`JH 1------------SSV70 NON LBT•T 06'T8T 00'Ott 'T 9T' ?-101°7HJ H3MH t43JH x •fUH = SSH-19 1H101 i JOO-lJ •aNO3 X ST "9Z 6Z°2- O'Z- 0'17 M 1NI1 19S 1 T1,21 SS'- 0°Z- 0•ZT M INII 195 1 L"OV S7'O'Z- 0°Z- O"ZT M 1NIJ- 19S 1 T ''2T 2; "- 0.Z- l'ZT M LNIS '195 1 0 "tiZZ- 9 °S- 00'+Jb M 8'L£- L.2' Z "C)T- 6'6 S J.NII 196 1 9'OL- SS° Z°OT- 0'Z.T S iNIl -195 1 V'Z'_T 901T- Z'OT- 0'v.T S INlI 196 1 tr'Z'-': 80•T- Z°OT- 0'ZT S 1NI-L 19S 1 9'Zt9-- 0°trT- 06°S7 S T' 'T SS'- 0•Z- 0°ZT 3 INI1 19S 1 T.° T S�S°-- O°Z- 0•ZT 3 INU -19S 1 L'SJ7 20°Z- 0°Z- 0°ZT 3 J.NII 106 1 L'8b 20°Z- 0°Z- 0"ZT 3 1NI1 19S 1 8189Z- 9'S- 00'8b 3 tr °6ZT ZT ° T 9'6 0 °ZT N J..NII 19S 1 i7'6ZT ZT ° T 9'6 0 °ZT N lNli 199 1 ty'6Z:T ZT'T 9'6 0•ZT N iNIl 19S 1 17°6ZT ZT'T 9'6 O'ZT N LMli 19S 1 8°99Z 9°0 00 N _ --- -- --_� --^-- ------ -_--_-_------- ------------ -------'-------- r _ - S1NIOd = JOM x W_JM X H3JH N3180 OS 3dhi 1 SINIOd = W,JM8 x H3JH N3IJO ----- ---------b-SSH-19 11In3-SH i _-= 3SH3 ##'�."�`C�'#•�'#'�i"�i'#'�'##'.�'it'#'�C#'i: '�'#''s#'i{']`':'#### .'N. fn- n-###-N''####'�.'#####%:'##Y'##'''h''# .t1C######'�i'# # n'##'i': ####•�'# .'l' # •n• SNOIIH1nO1H0 `J31NIM ###•##3######dF•-)i#####♦'f##:r####i'#'avF##",r;E##ix####################•########•X'.iS,°#fF#Y•####�•:# 0 �*•� �:��xM#t<��tf tt�x# 8S'96 = IdHI # ��t� mot; � •�•x tt� x � .9°vl.:`IS• 0'T820T-6'ZLLZT- L'9T08-1-bL'084v`Zg_ 0'1820T 6'Zt()8 6'9982T S1.NIOd = SINIOd + SJ.NIOd + S1NI0d 1 S1NIOd = S1NIOd + S1NIOd + S1NIOd 1V.LU1 `J31VM lOH 9NIlV3H 9MI-1003 1 -1V101 `J31VM lOH 9NI1V31-1 SNI-1003 1-ilna-sV --= 3SVs �:��t��t�tet�3<t�s��t;tt•tt �x�#t�?t��t�tE��t<x�tt#�,�attftf��:t=�tEa��t��a�tf�x��tut�tat:��t��•�t��#��•��x�t��• A`Jvwwns -��t�tE��•t�tEa;.�,,.t;te•tttr��'��'��xtr�••nt:.x.x r<•#�•t�-��x#•��xtat£t?t�>x�•##t;t�:�tet<t�tt�t�t=�tf��t��#tstf�a<•tt•a��x 00'IE39'OT OCI'T O'L='' 000'T 880b 1 00'T8S`0T 0'LZE;2 --------------------------------------------------------------------------------------- J.1f1W OI1.V�j 1 SMU39 -IV.LOl = im,, a x 1'tnw x d3 3Nn10A 'ANdl 1 1d10.L — 1-1nN j0 NnN --= 11Ind—sv --= 3SVa --- .vF'�f'�'"#'.if'�i'-vF'.xi'Jlf'JfA"if�.�.Y�'�'".�1.'%f'i'tt�"�"�'J�(.'k'f"�'1�"�'.�'tC'iC'.x.'%'�i"�("�L'�"�"�tE'tC'�'iC�/i"�'J4'�.'k''X•�'•Yt tET'�F_tC•j�"YC'�"#"�"�•St�'.�'tC'�"1�"�i•�•'Sf'�{•�•Xy-�C'.�"l: �'.�' n'tf'9•f'rC 9NI1V31-I `J31VM ;i iFtF'H'•A"k'X. M.'Vt'Yt'JS"}>'ik'M"iE%Q"K"P:' ## #tFk # n"F'"Y."iE"IF'M"SF"k'tF'!"#' Y`2'Yt"Y.• iS"#'tE"R't'<"M'tE"#'-ii"K""�"N' Y.'�%"ti't{'+�"IF'h'x' #'iI"K-'%'YS'R"SE'tFtF'3I' xf.'n �4"Di"SF'A'#"IE''k'tF'M' MILLCONSTRER August 10, 1990 To: St. Lucie Building Department Re: Impact Fee Transfer PR 90-2098; Cory Campbell Road Dear Sirs: It has come to my attention that it is necessary to request that the road and school impact fees that have been paid, be transfer from the old permit number 52184, to the new permit building permit number of PR 90-2098. Please consider this letter a formal request for the above said action. If there are any questions or problems, please feel free to contact me at 466-6268, or my voice pager 879- 2503. Thank you for all your help in this matter. Sincerel Michael Miller L EASE (�O .sue -'?� p5- cSoZ �B� yNa ��cAe�/wires Ac.c FED cEz>.r�N ro 7iz 90 -.204 8: GW P.O. Box 1782, Fort Pierce, Florida 34954 (407) 466-6268 MILLER August 10, 1990 To: St. Lucie Building Department Re: Changing Permit Number PR 90-2098 Dear Sirs: It has come to my attention that it is necessary to request that the building repair permit number 52187 be change to the valid and current number of PR 90-2098.5d1" 5-, Please consider this letter a formal request for the above said action. If there are any questions or problems, Please feel free to contact me at 466-6268, or my voice pager 879- 2503. Thank you for all your help in this matter. Si ncer. ly Michael Miller Ogg /fN .c7 2�tACE /T�y}NSG�- '✓iTN 5101--- P.O. Box 1782, Fort Pierce, Florida 34954 (407) 466-6268 .R, RECEIVED r.L! CiE COUNTI uUG 15 Rt1 8 CUP, owA1QR • I J L ' r 62 . -�x oid 1 C)"L* 7 / S6 / iFv �`. 5 J2 sa�e7 mual� G� UecA-d 7 /c�rz r�j A-a4 � e ARA P �alvi- fK�a-a9�,n0C'87. AJ d Lc t - /oid, ---- u �a - -- ---- - --- 40 — - - — -- — -- - - Pie 90ao9f.. - ---- - -vP - II I �� Byron Larsen ti ENGINEER, P.E. 13985 2144 BE Harlow Street, Port Saint Lucle, Florlda. 34952 Telephone 407/3354192 August 7,1990 ST. LUCIE COUNTY BUILDING DEPARTMENT FT. PIERCE, FLORIDA o %A 4D ra?D q8 RE: ; 805 CORY CAMPBELL ROAD DEAR SIRS: AT THE REQUEST OF MILLER CONSTRUCT16kl,, WE REVIEWED N 20'X 24', 2 STORY BUILDING UNDER CONS UCTION 805 CORY CAMP LL ROAD, THE CONSTRUCTION NO ED AS FO OWS WILL PORT THE G VITY LOADS AS SPECI IED N STAND BUILDING 1. -AT TH O ENINGS IN HE FIR F OOR BLOCK WALLS AT THE NORTHAND SO ALLS, THE LADING WILL HAVE TO BE SUPPORTED BY A HEADER OVER OPENINGS. T IS HEADER SHALL BE THE 2X12 HEADER JOIST THAT EXIS LUS THE ADDI ION OF A SINGLE 1-3/4" X 11-7/8" MICRO -LAM SECU 0 THE HEADE JOIST WITH 2 ROWS OF 10d COMMONS AT 1 " OC. THE IC 0 LAM MUST EXTEND BEYOND THE OPENING 8" ON EACH ENR. 2. APP NT EXISTING FOOTERS ARE ADEQUATE. 3. THE ON HEADER ON THE EAST AND WEST WALL ARE ADE- QUATE. IF,YOU HAVE ANY FURTHER QUESTIONS CONTACT ME. Si rely Yours y arsen ST.-LUCIE COUNTY PERWiT PPLICATION - PERMIT NO. S CODE # SEWAGE PERMIT NO. APPLIC&=DN_FOR-PERMIT TO CONSTRUCT JOB LOCATION/ADDRESS kfoS PROPERTY TAX ID # .3df03 - 70 / -00.7s -02e& SITE PLAN NAME S/D RE�� SEC S %z - 3 TwP -'LOT SIZE%DIMENSIdNS_ju SET BACKS: -FRONT FLOOD ZONE ELEV LOT BLK C UNIT REAR J1,0 SIDE 1�z j' SIDE 74- b EST COST = �rfJ. MOO - -BP VALUE - _-S¢ FT -BUILDINGS: -LIVING -AREA ACCESSORY - — - - ARCHITECT: NAME �/�` PHONE - ST- - CTY ST - ZIP _ CONTRACTOR: STATE REG/CERT # C[3c d ,11BSf1' COUNTY CERT # '33 __.�AM_ NE �07 /,7ictFlZ PHONE y/o�iG2lo� -- . ST D— ZIPS Yys% -OWNER OF NAME /o/,r,-I z;1W.0/Z PHONE D / PROPERTY: ST ,4&4rCTY 4"T ST %G ZIP 3 La- -" 04 --STATE OF -FLORIDA, -COUNTY-OF ST.--LUCIE -- Before me, the undersigned authority, personally _ -- --appeared, - - -- ----- — - who upon being duly sworn„ deposes and -says that the information contained in the foregoing application is: true and correct. Sworn to and subscribed before me this 19 SCHOOL IMPACT Notary Public, State of FL at Large Req_yes_no MP �Mmi cci nn avni r=o - kmf- PA 0 day of _ ROAD IMPACT Reg yes nc Dist — NO. 0 ® CODE ENFORCEMENT'DEPARTMENT RECEIVED BY: -COMPLAINT/ACTION FORM DATE: Co rJ' 1 ` TIME: VIOLATOR/OWN/E�R: REFERRED ASSIGNED' VO: Boyd Ely Palazzi v Taynton LOCATION OF VIOLATION: TAX ID -NO. 3`I3-7C/ 76-Ql3(f�14 DISTRICT Legal Description: SECTION 3 TOWNSHIP 3 S1 RANGE LOT BLOCK'' SUB -DIVISION NATURE OF COMPLAINT: Trashi Junk.,"Debris,'Garbage# Unserviceable Vehicles Building W/O Permit and/or License Operating Business W/O License Prohibited Signs/or Signs W/O Permits Address is posted DATE OF ORIGINAL'INSPECTION: VIOLATIONS TO SE'CITED: FOLLOW UP: is not. posted r I �f J ¢ " PR#�/ 1ZI FOR OFFICE USE ONLY t1 SPECIAL APPROVALS REQUI4D VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT DATE RECEIVED REQUIREDFEES BP VALUE $ ® N _ PLANS EXAMINING FEE $ ROAD IMPACT FEE $ NOT REQUIRED RADON FEE: AA .. ROAD IMPACT DISTRICT ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES:_ NO: SCHOOL IMPACT FEE $�I��_ DATE PAID: SCHOOL IMPACT CREDIT: YES: NO:_ SCHOOL BOARD APPROVED EXEMPTION: YES: ALTERNATIVE DEV. FEE ALT. DEG. FEE ZONE: GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY $ DATE PAID: SUB PERMITS REQUIRED CHK# NOT REQUIRED CHK# ZONING CHECKS / NI�BBL __ZLOT COVERAGE 'ZEASEMENT LOT SPLITS I i 135 SFGT'lorJ Vz „6 I % ,r i WEC[ 1 7s rnrr� a-o, 3 "v o¢s a 2 � .'-�� 3y Na2 i t> IF _y 2 �a I - /SO' [C6At DOTS </. 5, �tG� ill/NTS S/z:;- ! : ns kccavabcej V 7' ?az"c ,�4-eoub S% Lutic CoU.vTj/eGL. WCAL , DATU, _ APPROVE•O BV 13 S' f nv j S' C1i Q TY PERV,j.T yAPPLICATION PERMIT NQY. ! I C�{��N It SEWAGE PERMIT NO. APPLICATION FOR PERMIT T CONSTRUCT / JOB LOCATION/ADDRES L'oa,. sr�t�al,:y'�pERMIT UJfRED — LEGAL DESCRIPTION i_�� - PROPERTY TAX ID # SITE PLAN NAMEN�A S/D //,i,�rs MAP # FLOOD ZONE ELEV .� LOT j/ri ge /� BLK� UNIT SEC _ TWp RGE ZONE ��3 GMPP LOT SIZE/DIMENSIONS/✓ r i , oxi^ SET BACKS: F�tONT [/Q REAR , ZD SIDE j,/ SIDE .s`i/ D p EST COST J/8� �aa Bp VALE RADON SO FT BUILDINGS: LIVING AREA .7/:S3 -- ACCESSORY pis ARCHITECT: NAME N_ /� PHONE ST CTY ST ZIP CONTRACTOR STATE 4'/CERT. COUNTY CERT NAME S A, inec�.a �o.�sT&ucfio.J PHONE_t�/,G�� ST_ CTY ✓ _Es ��,7ed ST `L ZIP-3e� OWNER OF NAME_/�y�, PROPERTY: PHONE y6 t1 oi93 ST ffd6A u CTY�s �c �e 6 ST �L ZIP �5/QJ`Z STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, appeared, San. _ g y, personally deposes and says that the in or tion contained in the fore -who upon being duly going application is true and correc_ going Sworn /t�10and � subscribed before State of FL a;� Lar-je t-xpires--- ,r, me this _�� day of ✓ J SCHOO IMPACT ROAD I Req_ es no A^t Pd YS�iziD Distg, C ate P ri Rn qn e/%�RIM �C?/! CX k ION I 4 a � 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Res - Program J Residential Point System I'letl-,od Version I.0 September, 1989 Department Of Community Affairs Printout generated by Ef 189C and submitted in lieu of Form 9(')) ' --A'--89THIS COMPLIANCE FORM VALID IF SUBMITTED BEFORE JANUARY 1, 1.9:) PROJECT NAME: 1 PERMITTING OFFICE: AND ADDRESS4 ------------------------------ 1 ST.LUCIE COUNTY WA-i.ITE CITY -'------------------------------------ 1 -.__...------------....._-_------ 1 CLIMATE ZONE: 4 5 b ' F3UILDERi SCOTT 1 PERMIT NO.. OWNER-' - --------------------.. ------------------------------ JURISDICTION NO.: ' -----•----------- ------------------------------------------------------------------------------- COMPONENT. DIMENSION: VALUE: -' RATING: VALUE:: OFFICIAL CHECKLIST STRUCTURE TYPE: Single -Family PREDOMINANT E'VE. OVERHANG Length: ._'.oi�-- PORCH OVERHANG Length,. B. 00 ---- ------- WINDOWS Single 'Grit Total Area 2I4.20 All Vertical Glass Total Area 214.20 — ---- - -- - All Skylight Glass Total Area .00 -'- --'--- WALL.S Ext Wood Frame Area.: 1':b`2'.ci DFi-Val: 19.00 DOORS ------ Ext Woad Area;; 72.00 CEILINGS FLAT Under Attic Area; 1408.00 R-Val: Iv.00 PITCHED Under Attic Area: 868.00 --- -- -- R Val: 1S.00 I- LOURS Slab -on -Grade Perimeter; 206.00 1 DUCTS -00 Unconditioned Spare Length ALL R-Val: 4.20 COOLING Oeimtral A/C HEATING SEC:..;: 10,00 Strip Heat HOT WATER STRIP: 1 , 00 -------. -» Electric S[3 Bedrooms; edrooms: �, Otj ----- ---_ INFILTRATION - Conditioned Floor Area: 2137.60 Pr'act: 2.00 - AS BUILT POINTS / BASE POINTS w 100 EPI 3S,301.37 415205.07 T2. 77 GLASS TO FLOOR AREA RATIO = 1[�L`t2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method -Version 3.0 September, 1989 Department Of Community Affairs Printout generates! by EPI89C-and submitted in Lieu of Form 900-A-89 THIS COMPLIANCE FORM IS VALID IF SUBMITTED BEFORE JANUARY 1, 1990 PROJECT NAME: 1 PERMITTING OFFICE: ------------------------------ 1 ST.(_UCIF_. COUNTY AND ADDRESS: 1----------- ---------------------------- WHITE CITY CLIMATE ZONE: 4 5 6 ,._-------------- n------- ------ ------ BUILDER: SCOTT PERMIT NO.: - - OWNER: 1 JURISDICTION NO.: COMPONENT: DIMENSIONN VALUE: EATING; VALUE: OFFICIAL. CHECKLIST STRUCIURE.TYPE: Single -Family PREDOMINANT EVE OVERHANG Length: - 2.00 PORCH OVERHANG Length° 8.0a :. NINDOWS Single Tint Total Area 214.20 All Vertical Glass Total Area. 214.20 All Skylight Glass Total Area. .00 WALLS Ext Wood Frame Area: 1362.00 R-Val: DOORS Ext Wood Area: 72.00 CEILINGS FLAT Under Attic Area: 1408.00 R-Val: PITCHED Under Attic Area: 868.00 R-Vale FLOORS Slab -on -Grade Perimeter: 206.00 R-Val: DUCTS Unconditioned Specs Length ALL R-Val: COOLING Central A/C SEER: HEATING Strip Heat. STRIP: HOT WATER Electric EF: Bedrooms: =.00 INFILTRATION Conditioned Floor Area: 2137.00 pract: AS BUILT POINTS / BASE POINTS 19.00 19.00 19.00 .00 4.20 10.00 1.00 88 _ _ ---- -- --- 2.00 100 EP I 0,301.37 41,2S5.e7 92.77 GLASS TO FLOOR AREA RATIO - .1002 In Accordance with Sec" 553"907 F"S., I Hereby certjfy.that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. - OWNER/AGENT- DATE: Review of the plans andspecifications covered by this calculation indicates' compliance with the Florida Energy Code. Before construction is completed thi.s building will be inspected.for compliance in accordahce with Section 553^908 F.S. BUILDING OFFICIAL: DATE: SUMMER CALCULATIONS ar###ih##at##'k#•#####ai#-R######fi########ibif•##################ai##### A'•########i4##•ihK#at•#if• -_= BASE i --= AS• -BUILT GLASS-._-------------=---- - ORIEN - AREA x BSPM = POINTS, TYPE SC ORIEN. AREA x SPM, x SOF = POINTS N 68.00 47.8 3250.4 1 SGL TINT N--- 42.0 51.5 .56 1.205.1 1 SGL TINT N 26.0 51.5 .36 746.0 .E 21.00 102.0 2142.0 1 SGL TINT- E 21.0 107.1 .33 734.0 S 86.20 90.9 7835.6 1 SGL TINT S 23.2 98.3 .67 1520.4 - 1 SGL TINT- S 13.0 93.3 .25 319.5 1 SGL TINT S 26.0 98..3 .59 1516.2 1 SGL. TINT S 24.0 96.3 .27 630.9 W 39.00 10210 3978.0 1 'SGL TINT W 39.0 107.1 .72 3001.5 - ---------------------- .15 x COND. FLOOR / TOTAL GLASS == ADJ. x GLASS .---------• = ADJ GLASS 1 ------ GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS .15 2,1 7.00 214.20 1.496 17,205.9E --- 25,748.7 - - - 9,674.37 NON BLASS ------------ AREA x BSPM = POINTS 1 TYPE R-VALUE AREA SPM = POINTS WALLS----------------- - - 1 --- .-----------------'-_-_---•----------------------.------•---- Ext 1.362.0 1.0 1362.0 1 Ext Wood Frame 19.0 1362.0 1.00 1362.0 DOORS -------•-------•-- 1 Ext 72.0 4.8 345.6 1 Ext Wood 72.0 7.20 518.4 CEILINGS ---------•---•-- 1 UA 21:7.0 .6 1232.2 1 Under Attic 19.0 1408.0 1.10 1548.8 1 Under Attic 19.0 368.0 1.10 954.8 FLOORS ------.-------------- 1 Sib 206.0 -31.8 -6550.8 1 Slab -on -Grade .0 206.0 -31.90 -6571.4 INFILTRATION ------•---- 2137.0 10.9 2329.3.:. 1 Practise *2 21.37.0 10.90 23293.3 TOTAL SUMMER POINTS 1 45,401.03 1 30,780.27 TOTAL. x SYSTEM- = COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS 45,401.03 .43 19, - 556. 84 - 1 -------------------------------------------------- 30, %SO. 2>1.00 1.100 -- .340 1.000 11,511.S2 ########'.i#K#####K###%•if•####Y #####%Yr Yr#iF3F#•q•N•#•#'k#######•Yr######dF3f#•Yri'r it#Yr###•####•%###Y.•iF WINTER CALCULATIONS _- BASE __- 1 __= AS -BUILT =--- GLASS---------------- - 1 CRIEN AREA x. B-0PM = POINTS TYPE SC ORIEN AREA x WPM .;_WOOF = POINTS N 68.00 5.6 380.8 1 SGL TINT N 42.0 9.6 1.29 521.1 1 SGL 'T-IN'T' N 26.0 9.6 1.29 :322.6 E 21.00 -5.6 --117.6 1 SGL TINT E 21.0 --2.0 -4.11 172.5. S 86.20 -14.0 -1206.8 1 SGL TINT S 23.2 --10.2 .69 --164.4 I SGL TINT S 13.0 -10.2 -1.09 144.5 1 SOL TINT S 26.0 --10.2 .36 --153. 1 1 SGL TINT S 24.0 --10.2 -1.03 251.2 W 39.00 --5.6 -218.4 1 SGL TINT W 39.0 -2.0 -.55 .42.5 .15 x COND. FLOOR / TOTAL - - ----------------------------------------------•----- GLASS = ADJ. ;< GLASS = ADJ GLASS BLASS AREA AREA FACTOR POINTS POINTS POINT'S .15 2,137.00 214.20 ------_.--._--...-------------..--- 1.496-1,16200 ------•------------------•------ -1,738.93 1 1,136.94 NON GLASS------------- 1 AREA x BWPM = POINTS 1 TYPE - R-VALUE AREA WPM = POINTS WALLS----------------_ - ----.-...------------------•---•-•------------•---- ---------- Ext 1362.0 1.1 1498.2 1 Ext Wood Frame 19.0 1362.0 1.,10 1498.2 DOORS---------------- Ext-, 72.0 5.1 367.2 1 Ext Wood 72.0 7.60 547.2 CEILINGS--------------- 1 UA 2137.0 .6 1282.2 1 Under Attic 19.0 1408.0 1.00 1408.0 1 Under Attic 19.0 868.0 1.00 868.0 FLOORS ---- L ---------- SIb 206.0 -1.9 -391.4 1 Slab -on -Grade .0 206.0 2.50 515.0 INFILTRATION------------ 1;_7.0 4.1 8761.7 1 Practice *2 21.37.0 4.10 8761.7 TOTAL WINTER POINTS 9,770.97 1 14,733.04 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN 1'=TS MOLT POINTS 1 COMPON RATIO MULT MULT MOLT POINTS _ --------------=-----•-------------------------------------- 9,778.97 1.14 ll,14S.02 1 14,735.04 1.00 1.100 1.000 1.000 16920S.55 #•####3r'..y#.g.�{..�.,F###�#?F######M######## x#?f#.�#5Fi5#iF####•�F##tif#3t#ix it:¢###iEM##.','.;t.k..)E..SF #### r;.q..�.# WATER HEATING # u u •u # ##�•## #.u.,z u..u..u. # # •a�# ## # x ## s #.�.x ##?� #.y,. # :a u..u..;{ .u. # u # # # #.u..�=.� #.u..u..�..u. �..u..0 a< # ### ## ;F � a�. ## # # :a.x,..0 .u. #.Dr.0 BASE _-- _—= AS —BUILT NUM OF MUL.T - TOTAL 1 TANK VOLUME EF TANK NULT x CREDIT TOTAL BEDRMS RATIO MULT _;27. 0 10, 551.. 0{s 1 40 .86 1.000 327. 0 1. UCH— 10, 581 . 00 SUMMARY _—= LASE =_= 1 =--= AS —BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS 19556.8 1.1148.0 10581.0 41,2%.87 1 11511.3 16208.5 10581.0 0,301.37 SF EPI = 52.77 ' .e..S{..;{..}{..y. i{..IF �M�##�:�••K-�#�3F�K �51�3£