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Home My WebLink AboutSUBMITTED PAPERSPLEASE ePiiilNT. DO'NOT COMPLETE SHADED ARLOAS. K. K �0 PROJECT INFORMATION •des `n��• i CT� ADDRESS: .S°w SITE PLAN/PROJECT NAME: S e of a' -e ti SUBDIVISION: =77 > a > PROPERTY TAX ID #: L �1` 3 — PARCEL SIZE (ACRES OR SQ. FT.) DATE: Iifi �. i3°! 111 24 i lli 2 23 LOT: BLK: Not g «.20-o &/ OWNER NAME: S' / �� N / ADDRESS: 4 2 $' Z/ T4 h�a� / Sc%. CITY t�a 6z STATE:. "PHONE_#: - - IF THE FEE SIMPLE 'TITLEHOLDER `(PROP ERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE;, .,PLEAS E,;FILL _IN,=NAME AND' ADDRESS"BELOW: FEE SIMPLE TITLEHOLDER:._ ADDRESS: CITY: STATE - ZIP: JAD _� PERMIT INFORMATION yes �l LOCCTIO LOT SCIZE DIMENSIONS: yv �j Dv BUILDING SETBACKS (ACTUAL):' FRONT REAR 1 S SQUARE FOOTAGE OF CONSTRUCTION: DESCRIPTION OF WORK: (3 ,/A R.SIDE-'/ s- 8- q , L.SIDE PROPOSED USE:�� 2 V 2 a h e e JP N C 2 TYPE OF CONSTRUCTION: (CHECK ALL APPROPRIATE AREAS) RESIDENTIAL: ✓ COMMERCIAL INDUSTRIAL: OTHER: .',NEW CONSTRUCTION: EXPANSION OF EXISTING BLDG: INTERIOR REMODELING: OTHER (SPECIFY): EST. COST: 12 D 4l Pn n 6 BOW. z STATE OF FL REG./CERT_#::10 66 Q % �' COUNTY CERT CONTRACTOR NAME: ADDRESS: ^� N N p �. CITY: % �i eat+ e ri /✓ice STATE: F—T PHONE 2 q.3 ARCHIT/ENGINEER: ADDRESS: CITY: STATE: ZIP: PHONE BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: AQ6 z �J ADDRESS: /�.� {o Dx Z q c/ Iry hc�s �H L Oq // CITY: / 'f /"r2rc STATE: ZIP: 3 1/ %;y_y SCANNED BY St. Lucie County 'FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method Version 1.0 January, 1991 Department Of Community Affairs Printout generated by EPI91 and submitted in lieu of Form 900--A-9t THIS COMPLIANCE_ FORM IS VALID IF SUBMITTED AFTER JANUARY 1, 1991 PROJECT NAME: ------------------------------- --- - 1'PERMITTING OFFICE: AND ADDRESS; I --L ------------------------------ 1 CLIMATE ZONE: 4 S 6 -------I---------------------- 1 -------------- BUILDER: I PERMIT NO.: -------------------•-----•------ OWNER: -- ------------------------- ,--- 1-------------- 1 JURISDICTION NO.: 1 _------------- --------------------------------------------------------------------- COMPONENT: DIMENSION: VALUE: RATING: VALUE: ❑FFICIAL CHECKLIST STRUCTURE TYPE: Single -Family PREDOMINANT EVE OVERHANG Length: 2.00 PORCH OVERHANG Lengthd 12.00' . WINDOWS Single Clear Total ,Area 344.50 All Vertical Glass Total Area 344.50 All Skylight Glass Total Area .00 WALLS I . Ext Wood Frame Area: 1761.00 R-Val; 19.00• Ad i Wood Frame 'Area: 238.00 R-Val : 19.00 DOORS Ext Insulated Areas 54.00 Adi Insulated Area: 18.00 _ CEILINGS FLAT Under Attic Area: 2100.00 R-Val: 30,00 FLOORS Rsd Wood (Stem-UFI) Area: 1452.00'R-Val: 19.00 DUCTS • _ Unconditioned Space Length: 10.00 R-Val: 4.20 Unconditioned Space Length: 65,00 R-Val:, 6.00 ' COOLING Central A/C SEER: 9,00 MUltizone: Credit' HEATING Strip Heat STRIP: 1.00 - Multi one: Credit HOT WATER Electric EF: .90 Bedrooms: 3.00 r. INFILTRATION Conditioned Floor_ Area: 2100.00 Pract: 2,00 AS -BUILT POINTS' / BASE POINTS # 100 = EPI .x .MJ • �:Sfd`ay 19f3=; ' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point S',Etem Method r Versior, .I.0 January, 1"91. Department Of Community Affairs Printout gQneratPd h'y EPITI and submitted in lieu of Form 900--A-9: THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1„ 1991 PROJECT NAME: P'ERM:L'TTIhIG OFFICE: AND ADDRESS: BUILDER. .. OWNER: --------------------- ----------------------------------- COMPO}TENT: DIMENSION: STFiltt[ URE TYPE.: EDOMTNANT EVE OVERHANG Length: ,,,PR _'wpPORCH O'JERHAiNL, Length: WINDOWS Single Clyar Total Area All 'Vertical. bless Total. Area All Sk l.ia_n.t Glass, Total Area WALLS Evt iWcod Frame Area: Adj Wrr_,d Frans Area: DOORS Ent Insulated area.: Ad1 Insulated Area: CEILINGS FLAT Under Attic Area: FLOORS Rai Wood (Stem-UF I) ' Area: DUCT _]ncordii:ioned Space Length: Unconditioned Space- Length: 'w >. COOL. I N G Central AiC i Multizone: Credit. Strip Fie -at y . Multizone: Credit. F,f_T WATER Electric Bedrooms: INFILTRATION Conditioned Floor Area: AS BUILT POINTS CLIMATE ZONE: PERMIT NO. s JURISDICTION NO.: --------------- VALUE: RATING: 2. fir-) 12. A0 744,5o _;44, 50 .00 1761..00 R-Val: 230.00 R-Val: 54.00 G . GO 2100.00 R- Val s 1452.00 R'-Val: 10,00 R-Val: WOO R-Val: SEER: STRIP: EF: :.00 2100.00 Pract: / BASE POINTE # 4 5 6 ---------------- VALUE: OFFICIAL CHECKLIST 19. ir0 30. 00 I r•. 00 4. 20 6.00 1.00 . 90 2. 00 100 EP i ?4.1! GLASS TO FLOOR AREA RATIO _ .1640 In Accordance with Sec. 553.907 F.S.. Hereby certify that the plans and 4specificati.ons covered by this calcu- lation are in compliance with the Florida Energy CrKde. OWNERiAvENT,._ DATE_ c P Y{ • 9. �^ Y 1 Review of the plans and specifications:; covered by this calculation indicate-; 1 compliance with the Florida Energy 1 Code. Before constriction is completed 1 this building will be inspected for - compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL._ DATEV 6 GLASS TO FLOOR AREA RATIO-'- .1640 -------------------------------------=-----------------------------------•------ In Accordance with Sec. 553.907 F.S., 1 Review of the plans and specifications y Hereby certify that the plans and 1 covered by this calculation indicates specifications covered by this calcu- ! compliance with the Florida Energy lation are in compliance with the 1 Code. Before construction is completed Florida Energy Code. 1 this building will be inspected for- 1 compliance in accordance with Section 1 553. W& F.S. ❑WNER/AGENT:!, 1 1 BUILDING OFFICIAL: DATE: !,DATE: 0 0 &# PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) 'COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.34 CFM per,linear foot of operable sash crack:. ----------------------- EXTERIOR & 904.1 ADJACENT DOORS EXTERIOR JOINTS 904.1 & CRACKS -------------------------------------------- -------- Maximum of 0.5 CFM per sq. ft. of door area. Includes sliding glass doors;, solid core, wood panel, insulated, or glass doors only. To be caulked, gasketed, weather stripped or.other- wise sealed. ----------------- WATER HEATERS ------ ---- 904.2 ---- ----- ------ ------ --------- ---------- ----- ----- --- -- Must bear label indicating compliance w/ASHRAE'stand- and 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An ----------------------------- external or built in heat trap must be provided. SWIMMING FOOLS 904.3 ---------------------------------------------- Spas' and heated pools must have covers (except solar & SPAS heated). Non-commercial pools mast have a pump timer. Gas spa & pool heaterp must have minimum thermal efficiency of 78 HOT WATER 904-4 Insulation_is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to ------------------------------------------------------------------------------- 17.5 BTU/H/Linear Ft. of pipe„ SHOWER HEADS 904.5 Water flow must be restricted to no more than v gal - Ions per minute at 80.PSIG. HVAC DUCT 903.2 Constructed in accordance with industry standards & CONSTRUCTION 904.6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4.2 & joints must be -------------------------------------------------------------------------------- sealed. , HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. ----------------------------------------------------------------------------- INSULATION 904.9 Ceilings minimum R-19. Common Walls - Frame R-11 or CBS R;'. Frame Common Ceilings & Floors P.-11. r .r y ,e PRESCRIPTIVE MEASURES (Must be met'or e?seeded by all -residences) k� `COMPONENTS SECTION REQUIREMENTS WINDOWS __-- 904.1- Y Maximum of 0.74 CFM-per-linear'f•oot ofoperablesash- crack. EXTERIOR & ' ADJACENT DOORS EXTERIOR _JOINTS & CRACKS WATER HEATERS SWIMMING POOLS & SPAS HOT WATER PIPES SHOWER HEADS I-IVAC DUCT CONSTRUCTION HVAC CONTROLS INSULATION .------ -------------------_-_._.._-__-----_-__-_--__�-:_...--�_.._._._._� _. 904.1 Maximum of 0.5 CFM per sq. ft. of door area. Includes sliding glass_; doors, solid core, Wood panel, insulated,,or glass doors only. 904.1 To be caulked, gaske'ted, weather stripped or other -- wise sealed. 904.2 Musa bear labal indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit -breaker (electric). or cut-off (gas) must be provided. An external or built in heat trap must be provided.' 904..3 Spas and heated pools must have covers (except solar.. heated). Non-commercial pools must have a pump timer. Gas sRa & pool heaters must have minimum thermal efficiency of 78 904,4 Insulation is'required only for recirculating system:s In such cases, piping heat loss shall be Limited to 17.5 BTU/H/Linear Ft. of pipe. ----------------------------------------- i'04.5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. 903.2 Constructer( in accordance With industry s'tandards'& ?04.6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4.2 n joints must be sealed. 904.7 Separate readily accessible manual or automatic __ thermostat for each system. 904.9 Ceilings minimum R-1?. Common Walls - Frame -R-11 or - CBS RR--.T. Frame Common Ceilings & Floors R-11. a " INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST XS ,QCMFDNENTS REOUIREMEAS- PRACTICE tC' Comply with Practice! #1 and the following. —S -------------------------------------•--------------------•---------------------------- Exterior Walls & Floors Top plate penetrations sealed. Infiltration barrier installed. Sole.plate/floor joint caulked or sealed, Exterior Walls °< Penetrations. .joints and cracks on interior surface Ceilings caulked, sealed, and gasketed. DuctWOrk Ductwork; in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. E.whaust Fans Equipped with dampers. Combustion devices see 901.2 (f). Combustion Appliances IProvided with outside combustion air, u :pq ' I , 11 � � #* INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS PRACTICE 02 Comply with Practice #1 and the following. -- Exterior Walls & Floors Top plate penetrations sealed. Infiltration barrier ' installed. Sole plate/floor joint caulked or sealed. Exterior Walls &< Penetrations, joints and cracks on•interior surface Ceilings caulked, sealed, and gasketed. DuctWork Ductwork•in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans _ Equipped with dampers. Combustion devices see 903.2 (f). Combustion Appliances Provided with outside combustion air, a SUMMER CALCULATIONS _-= BASE AS -BUILT ----- ------ GiLASS---------------- ORIEN AREA ;< BSPM = POINTS I TYPE SC 'ORIEN AREA x SPM x SOF = POINTS N 166.70 47.8 7968.3 SGL CLR N 80.0 .51.0 .56 2293.9 I SGL CLR N 13.0 51.0 .93 616.6 1 SGL CLR N 54.0 51.0 .66 2359.3 1 SGL CLR N 19.7 51.0 .90 905.3 E 99.80 102.0 10179.6 1 SGL CLR E 40.0 109.2 .52 2271.4 1 SGL CLR E 4.8 109.2 .55 289.5 1 SGL CLR E 28.0 109.2 .73 2229.3 1 SGL CLR E 27.0 109.2 .26 766.6 S 62.00 90.9 5635.8 SGL CLR S 12.0 100.2 .27 319.2 1 SGL CLR S 6.0 100.2 .32 191.5 SGL CLR S 16.0 100.2 .28 448.4 1 SGL CLR S 28.0 100.2 .90 2515.7 W 16.00 102.0 1632.0 1 SGL CLR W 16.0 109.2 .73 1273.9 ---------------------------=--------------------------------------------------- .15 x (COND.,FLOOR; / TOTAL GLASS = ADJ. x GLASS = '_ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS ' 1 POINTS 15 2,100.00 ------------------------------------------------------------------------------- 344.50 .914 25;415.66 23,2.39.28 1 _ 16.480.41 NON GLASS------------ 1 AREA x BSPM = POINTS,; TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS----------------- 1 Ext 1761.0 1.0 1761.0 1 Ext Wood Frame 19.0 1761.0 1.00, 1761.0 Adi 238.0 .7 '166.6 1 Adi Wood Frame 19.0 238.0 .30 71.4 DOORS---------------- 1 Ext 54.0 4.8 259.2 1 Ex Insulated 54.0, .4.80 289.2 Adi 18.0 1.6 _ 28.9 1 Adi Insulated 18.0 1.60 ?8.13 CEILINGS-------------- 1 UA 2100.0 .6 1260.0 1 Under Attic 30.0 2100.0 .60 1260.0, FLOORS--------------- 1 Rsd 1452.0 -3..4 -4980.4 1 Rsd Wood (Stem-UFI 19.0 1452.0 -1.80 -2613.6 INFILTRATION --------- 2100.0 10.9 22890.0 1 Practice #2 2100.0 10.90 22890..0 TOTAL SUMMER POINTS 1 44,624.52 1 40,137.21 TOTAL SYSTEM - COOLING 1 TOTAL x CAP DUCT x SYSTEM x .CREDIT = COOLING SUM PTS MULT --------------------------------------------------- POINTS } COMPiJN RATIO MULT MULT MULT POINTS 44,624.52 .42 18,742.30 1 40,137.21 1.00 1.074 --------------------------- .377 .900 14,613.40 SUMMER CALCULATIONS f'��sk:��kr,<.sA��a:sk�skksX�a�+k#sk�c�#s%�s#�C�r�X��:#sk:k:k�;sY�#'*��•;#s%��sk�l<XcsX;R�:v,:s#�ksksY�csk��Csk�:�� ( _ = BASE =_•- 1 _-= M-BUILT =-- GLASS---------------- 1 ORIEN AREA x )SP'M = POINTS 1 TYPE: SC ORIEN AREA 8P'M SOF = POINTS - ---- --- N 166.70 47.8 7968.3 1 SGL CLR N SO.0 51.�i.5E 293.9 1 SGL CLR N 13.0 51.0 .93 616.6. 1 SGL CLR N 54.0 51,0 B6 2359.3 _ 1 SGL CLR N 19.7 51.0 .90 905.-3 E 99, BO 102.0 10179.6 1 SOL CLR E 40.0 109.2 .52 2271.4 1 SGL CLR E 4.9 109.2 .55 289.5 1 SGL CLR E 28.0 109.2 .73 2229.7; 1 SGL CLR E 27.0 109.2 06 766.6 S 62.00 90.9 5635.8 1 SGL CLR S 12.0 100.2 .17 319.2 1 SGL CLR S & 0 100.2 .32 1.91.5 1 SGL CLR' S 16.0 100.2 . 28 448.4 : SGL CLR S 28.0 100.2 .90 2313.7 W 16.00 tcj2.0 1632.0 1 SGL CLR W 16.0 109.2 .4 L273.9 .15 x COND. FLOOR / TOTAL GLASS = ADJ. „ GLASS - ADJ GLASS , y --GLASS AREA ' AREA 'FACTOR POINTS POINTS 1 POINTS ----------------------------------------- .15 2,100.00 344.50 .91.4 --25,415.66 --- - - - 23,239.28-. --16,4SO`41 NON GLASS---------------- 1 AREA x FSPh = POINTS 1 TYPE R-VALUE AREA SFM = POINTS WALLS----------------- 1 - - ------------------------------- Ext 1761.0 -1.0 1761.0 1 Ext Wood Frame. 19.0 1761.0 1.00 1761.0 ' Vdi 238.0 .7 166.6 1 Ad_r Wood Frame 19.0 238.0 ..30 71.4 ' DOORS------------------- 1 Eat 54.0 4.8 259.2 1 Ext Insulated 54.0 4,80 259.2 Adj 18.0 1.6 28.8 1 Adi Insulated 18.0 1.60 28.8 .CEILINGS ------------- UA 2100.0 .6 1260.0 1 Under Attic. 30.0 2100.0 .60 1260.0 FLOORS------=-------- 1 R<_sd 1452.0 3.4 -4980.4 1 Rsd Wood (Stem-UFI 19.0 1452.0 -1.80 -261' .6 INFILTRATION--------- ; v 2100.0 10.9 22690.0 1 Practice #2 2100.0 10.?0 22890.0 TPTAL SUMMER-POINTS--- 44-,6:4.52 1 40,137.21. 70TAL „ SYSTEM = COOLING 1 TOTAL x CAP DUCT x SYSTEM x CREDIT = COOLING . SUM PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS -------------- -44.F.4.,�^---.42 ----------------..----_-_---------------------------------- 4 18,Y42.30 1 40,137.21. 1.00 1.074 .377 .900 14,613.4o WATER HEATING === RASE _—= I __= AS —BUILT NUM OF •r. MULT — TOTAL TANK VOLUME EF TANK: „ MULT x CRED'IT = TOTAL .BED -R,MS - RATIO MULT _------------------------------------------------------------------------------- 3' 7,527.0 10,581.00 1 40 .90 1.000 3449.7 1.00 10p7s49.00 SUMMARY SASE __— __= AS —BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS -+ POINTS = POINTS : POINTS + POINTS + POINTS = POINTS 18742.1 12935.4 10581.0 42,258.70 ; 1461'.4 14807.5 10349.0 39,769.92 ------------ # EPI 94.11 i T't°17b = IJ3 K ,`,6'tS9Z.'6 0"6tr'_0T L;,4C.BbT tr' 2 f?t'1 1 OZ. 'B5Z'Ztr S.LNIOJ - S1NIOd + S1NIOd S1NIOd � S-1NIOd - S1NIOd SIMIOJ SJ.NIOd `Iti101 11.1*31k)M lop[ 9NIlkJ3H 9NI`IOO:D -Id 101 tl3-L'VM lOH 9NIlM3H 9N1-I003 1-IIfla-SC =__ = 3St+S -_ ti.:Jkjwv1f1J �Y*8c#�F�ik%F:K%k%#hk YF�#X�,d�>k �k ic%kk#:t%k:k��k�%?. �P :k�.k�%k vC �;ig�a��'X�•k��*�kr k'�C%k�#.k�:��k�ry, �k�%��X :K#%�*�#Yc :S*�.k#irk 00'6b2 '0T Of)°T L h'att 000'T 05' 017 J6'TE3S'OT C?°t- 92 >. A. "7FIW 011ti'j Sbl:A-De -I1d1.01 = 1I43;do x I--1nW g ANlil A3 -AWfl ID6 iN4-'1 1 'lH1Ol = 1-IfIW dO wnN _.. 1"l I f'iH—;kl 9NI1t)3N ?�3-Lhif+i Mctti�;�kk�:;S,SMiiMK:k'�ikKXYF%i%l�k;:K:K��Y,c*��C;��M:�M*�k:n'#'n�ma;ix:'kk�?k?kk�C:h�F:k:�k�FN��M#:f::�"��:k�!•k��C$c�,�F'�F�k�:+k%`' WINTER CALCULATIONS BASE ___ __= AS -BUILT GLASS---------------- ! ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS N 166.70 5.6 933.5 ; SGL CLR N 80.0 9.6 1.29 989.3 ; SGL CLR N 1.3.0 9.6 1.04 129.4 ; SGL CLR N 54.0 9.6 1.09 563.3 ; SGL CLR N 19.7 9.6 1.06 199.0 E 99.80 -5.6 -558.9 ; SGL CLR E 40.0 -2.2 -2.03 178.6 ; SGL CLR E 4:8 -2.2 -1.7.3 18.3 ; SGL CLR E 28.0 -2.2 -.49' 30.0 ; SGL CLR E• 27.0 -2.2 -5.04 299.4 S 62.00 -14.0 -868.0 ; SGL CLR .8 12.0 -10.9 -1.03 135.2 ; SGL CLR S 6.0 L10.9 -.71 46.5 ; SGL CLR S 16.0 -10.9 -.98 171.1 ; SGL CLR S 28.0 -10.9 .94 -286.9 W 16.00 -5.6 -----------------------•-------------------------------------------------------- -89:6 ; SGL CLR W 16.0 -2.2 -.49 17.1 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS I POINTS .15 2,100.00 344.50 .914 -582.96 -533.04;2,491.08 -- -------------------------------------------------------------------- NON GLASS------------- , AREA x BWPM = ------------------------------------------------------------------------------- POINTS ; TYPE R-VALUE AREA x WPM = POINT$ WALLS---------------- ; Ext 1761.0 1.1 1937.1 ; Ext Wood Frame -19.0 1761.0 1.10 1937.1 Adi 239.0 1.8 428.4 ; Adj Wood Frame 19.0 238.0 '1.00 238.0 DOORS---------------- ! Ext 54.0 5.1 275.4 ; Ext Insulated 54.0 5.10 275.4 Adi IS-0" 4.0 72.0 1 Adj Insulated 18.0 4.00 72.0 CEILINGS------------- ; ; UA 2100.0 .6 1260.0 ; Under Attic 30.0 .2100.0 .60 1260.0 FLOORS --------------- ; Rsd 1452.0 -.2 -290.4 I Fsd Wood (Stem-UFI 19.0' 1452.0 .30 435.6 INFILTRATION--------- ; 2100.0 4.1 8610.0 ; Practice #2 2100.0 4.10 9610.0 ------------------------------------------------------------------------------- TOT_AL WINTER POINTS F 11,759.46 ; 15,319.18 TOT ?L x SYSTEM = HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WINIPTS MULT =---------------------------------------------------------- POINTS ; COMPON RATIO -MULT MULT MULT POINTS -------------------- ;11,759.46 1.10 12,9:5.41 ; 15,319.18 1.00 1.074 1.000 .900 149SO7.52 0 Pf y. _;g'108"tT 006" 000'T -tL0'T 00'T 01"6126ST 1 Tt"926"ZT OT-T 9t°6SL'TT• ------------------------------ ---------- --- ---•------------------ ---------•---------------•----------i-- m, SIN Ind i-lnW , l-inW 1-IM4 OIIV"4 I,IUdW03 i SINIod 1-lnw Sla mm SNTIV3H = lIG353 X W31SAS X iORG ). 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ST S1NI0•:I SIN 1Ud SiNIUd d'013'VA 'J3."-AkJ V34V SSV19 I ssvlS cuv = SSU19 -• "PGH SS1 19 1C1UI : AGO Id 'QN03 '_ T " �6t"- T'LT v-- 019T M 310 193 1 9"6S- 9"S- 00"9T M 6 "9GZ- bb " 6 "OT-- U "BZ S 913 ADS 1 T'TLT 36'- 6101- 0"9T S 313 Iss I 9'9t Ti.."- 6'01- 0"9 S 8iI:1 19S , -'S;_T 204- 6'01-- o"t.T S 313 19S i 0189r-i--- O,tT- 00"Z, S t'66Z t0"9-- i Z- 0'LZ 3 313 19S i 0`0'2 6t"- .. -- 0'8'Z: 3 _A'.) ADS 1 2"81 2L "T- 3'Z- 8"t :3 AV3 HISS I ?,BIT .-!' 1z- z- 0°Ot 3 413 ADS 1 6'39G- 9"s- 08'66 3 9'66T 90"T ;"6 L"6T N 013 19S 99 60 " T 9 ° 6 t] "tt N sio ASS WWI Fit)' C 9-6 0121 N 31. 19S 2'686 WIT 9'6 0108 N 313 ,SS :- 9'126 912 OL'991 _____ __ _ ____ -.-L•-AM _ ___ -U3`V _ _ ____ __ -1 ____ _ _ ____ __ __ s3Y ___N _u3.,F�..-N3I` SINIUd - dUM _ '• NRIHO--MS 3•_I/ I SINIOa = WdM8 O !' i--------------- ...-;JJLi--1g __..—_.:o_::ax—:-a= c --cv._=_=-- .--oc==•:_=zc==.•::__=cc.=_ _— _c.-= -_--.^=.=cc-x= x_—_o=:c:c.-=^-C..:^..a IylyyylnLys-rrsya`11''VV �yy _..y_,Wybu; .1Sy>vf.�yl. yy yyLy / °P TMTi�)t .yy y4WWyyv.yy..(( n`M1T 1•P��MM•T T•1`MTTh TTM?.MTPTT•h {y_�_ A•F•1:t-M�X•h T A+:G:iMTN�TT.I•T•T+t'N��MiX.`p"q.�C�XI h�•A�„)X •M1 /+M1 %FM1�),Z i�M•I'R•T `T iI• SN3I MAnDAM .331NIM BOARD QL OUNTY COMMISSIONERS DEVELOPMENT DIRECTOR TERRY L MRTA I M P O R T A N T ST. LUCIE COUNTY FLOOD HAZARD NOTICE BUILDING PERMIT # 91-0658— o g70p CONTRACTOR Sun South Contractors OWNER Schwarz, Kenneth T & Neva K N O T I C E THIS NOTICE IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD HAZARD ZONE. THIS MEANS THAT THE ELEVATION OF THE FIRST FLOOR MUST BE SET AT 10' FEET, NGVD (MEAN SEA LEVEL), OR 18" ABOVE THE CROWN OF THE ROAD, WHICHEVER IS GREATER. NO CONSTRUCTION IS TO PROCEED BEYOND THE 1ST FLOOR/SLAB INSPECTION, OR JUST PRIOR TO THE SECOND FLOOR POUR OF A MULTI— STORY STRUCTURE, UNTIL THE REQUIRED ELEVATION CERTIFICATION HAS - BEEN COMPLETED BY A REGISTERED SURVEYOR, AND RECEIVED AND APPROVED BY THE BUILDING DIVISION OF THE ST. LUCIE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT. VIOLATION OF THE REQUIREMENT WILL RESULT IN THE SCHEDULING OF A PUBLIC HEARING BEFORE THE ST. LUCIE COUNTY CODE ENFORCEMENT BOARD. THE BOARD IS EMPOWERED TO LEVY A FINE NOT TO EXCEED $250.00 PER DAY FOR EACH DAY THE VIOLATION CONTINUES. A FINE OF NOT. TO EXCEED $500.00 PER DAY MAY BE LEVIED FOR A REPEAT VIOLATION. THE FINE MAY BECOME A LIEN UPON THE REAL OR PERSONAL PROPERTY OF THE VIOLATOR. THE ELEVATION CERTIFICATION MAY BE SUBMITTED ANY TIME WITHIN 21 CALENDAR DAYS FROM THE ABOVE; HOWEVER, NO FURTHER CONSTRUCTION SHOULD TAKE- PLACE, NOR WILL ANY INSPECTIONS BE MADE UNTIL THE REQUIRED CERTIFICATION HAS BEEN RECEIVED AND APPR D. SIGNATURE DATE NAVERT L. FENN. Drama No I • JUDY CULPEPPER, Disma No. 2 • JACK KRIEGER. D.s"¢s No J • R DALE ❑iEFF'.NER D6rrKr No A • JIM JAM, Nina No 5 County AdmMsvoro+ — WELDON DE LEMS 2300 Virginia Avenue • Fort Pierce. FL 34982-5652 Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576 Q a+r M E M O R A N D U M To: Zoning Division i From: Environmental Planner I Date: August 21, 1991 Re: Building Permit on North Fork Building Permit # 91-1658 includes the construction of a single- family residence twenty-five (25,) feet from the North Fork of the St. Lucie River. As per Nancy Munshaw, the permit is rejected based on Policy 1.1.8.8 0£ the St. Lucie County Comprehensive Plan. The Policy states: "Zone A 0 to 75 feet from the average high water mark No development activity or shoreline alteration other than that associated with the construction of a private access point, including docks if permitable under applicable laws, to the river's edge shall be permitted." In addition, the aerial shows extensive vegetation in this area. Have the owners/developers completed a Vegetation Removal application ? v ``. BbARD OF COUNTY COMMISSIONERS d o a, August 16, 1991 Mr. James Anderson Environmental Supervisor 1 714 Avenue C Fort Pierce, FL 34954 DEVELOPMENT DIRECTOR TERRY L. VIRTA, AICP Re: Sweetwater Lot 6, Fill in floodway of the North Fork of the St. Lucie River Dear Mr. Anderson: To confirm this department's conversation with Mr. Duncan of August 6, 1991, please accept this letter as authorization to release the septic tank permit for the referenced property. This is based on a letter from Engineer M. E. Sanders, a copy of which was forwarded to you on August 5, 1991. Thank you. Sincerely, Dennis J. Murphy Land Development Manager DJM:JU:sr HAVERT L FENN. Dismv No. 1 • JUDY CULPEPPER. District No. 2 • JACK KRIEGER, District No. 9 • R. DALE TREFELNER District No. 4 • JIM MINIX. District No. 5 County Administroror — JAMES V. CHISHOLM 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Director: (407) 468-1590 • Building: (407) 468-1550 • Planning: (407) 468-1576 Zoning: (407) 468-1553 • Code Enforcement: (407) 468-1571 PORT 5T. LUCIE TELEPHONE NO. (407) 878-4898 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 2222 COLONIAL ROAD, SUITE 201 FORT PIERCE, FLORIDA 34950 (407) 461-2450 August 5, 1991 Mr. Dennis J. Murphy St. Lucie County 2300 Virginia Avenue Fort Pierce, FL 34950 p III "I nj i I AUG - 51991 COMMUNITY DEVELOPMENT ST. LUCIE CO. fL Re: Sweetwater Lot 6, Fill in floodway of the North Fork of the St. Lucie River Dear Mr. Murphy: We have received your letter of August 1, 1991 regarding the above referenced lot. As required by the Land Development Regula- tions, I hereby certify that the fill in the area delineated on the proposed Federal Emergency Management Agency (FEMA) maps dated August 19, 1991 will not result in any real measurable in- crease of flood elevations during occurrence of the base flood discharge. This certification is based upon the.analysis in my letter of July 24, 1991 regarding encroachment innto the floodway and the attached calcluations for fill in the floodplain. Based upon this information, we would appreciate it if you would contact St. Lucie County Health Department and get them to release the septic tank permit. Should you have any question, please feel free to call. Thanks for your assistance in this matter. Sincerely, LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MES/ms Enclosure cc: Jim Almond Dick Huff Jim Anderson 4, � 'j M. (Marty) E. Sanders, P. E. Florida Registered Engineer No. 38814 STUART JUPITER 1 FT. PIERCE VERO BEACH Sweetwater Lot 6 Fill in Flood Plain August 5, 1991 Drainfield 500 sf elevation 10.01+ natural ground elevation 5.0' difference in elevation 5.0' volume of soil for displacement = 5' x 500 sf x (1 - .4) (voids in soil--') of if = 1500 cubic feet approximate area within reach of flood plain 330 acres 1500 cubic feet approximate increase in rise = --------------------- 330 acrea x 43560 sf/ac = 0.000104 ' N. W PR# /�� C/ 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 FOR OFFICE USE ONLY SPECIAL APPROVALS REQUIRED DATE RECEIVED REQUIRED FEES BP VALUE $ 0% ► � PLANS EXAMINING FEE $ ROAD IMPACT FEE $ .$��1" NOT REQUIRED RADON FEE: S07• 4l A/ ROAD IMPACT DISTRICT4429:,/�D ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE vo $_ 5Z-'— DATE PAID: SCHOOL IMPACT CREDIT: YES: NO; SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $ of//j- DATE PAID:_ ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED GAS AIR CONDITIONING 'ELECTRI•C, PLUMBING., SCREEN ENCL/FENCE ROOF DRIVEWAY BBL _LOT COVERAGE NOT REQUIRED ZONING CHECKS _EASEMENT CHK# CHK# _LOT .SPLITS _.._._...". ___...__......____.._.........._.........____..._.__....._.._____..____ 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 1 q . JIM P R # FOR OFFICE USE ONLY SPECIAL APPROVALS REQUIRED DATE RECEIVED REQUIRED FEES NOT REQUIRED BP VALUE _ PLANS EXAMINING FEE $ �s�aRADON FEE: ROAD IMPACT FEE $ Skq -a 27 ROAD IMPACT DISTRICT e22eg tAtVt7 ROAD IMPACT ZONE jO ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $__ �Z-- DATE PAID:_ CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $ ^f�fj— DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING �— 'ELECTRI•C•— PLUMBING, SCREEN ENCL/FENCE f ' ROOF ' DRIVEWAY ZONING CHECKS / y BBL' _LOT COVERAGE _JZEASEMENT _LOT.SPLITS I iv -#2_5 AO A der 71z2 1,4 o0j /* V'a "-,tz -.. . A, BOARD OF COUNTY COMMISSIONERS August 16, 1991 Mr. James Anderson Environmental Supervisor 1 714 Avenue C Fort Pierce, FL 34954 DEVELOPMENT D I RECTO R TERRY L. VIRTA, AICP 604,1; 91-nt-l7bo Re: Sweetwater Lot 6, Fill in floodway of the North Fork of the St. Lucie River Dear Mr. Anderson: To confirm this department's conversation with Mr. Duncan of August 6, 1991, please accept this letter as authorization to release the septic tank permit for the referenced property. This is based on a letter from Engineer M. E. Sanders, a copy of which was forwarded to you on August 5, 1991. Thank you. Sincerely, Dennis J. Murphy Land Development Manager DJM:JU:sr HAVERT L FENN. District No. 1 • JUDY CULPEPPER, District No. 2 • JACK KRIEGER, District No. 9 • R. DALE TREFELNER, District No. 4 • JIM MINI%, District No. 5 County Administrator — JAME5 V. CHI5HOLM 2000 Virginia Avenue • Fort Pierce. FL 84982-5652 Director: (407) 468-1590 • Building: (407) 468-1558 • Planning: (407) 468-1576 Zoning: (407) 468-1553 • Code Enforcement: (407)-468-1571 PORT ST. LUCIE TELEPHONE NO. (407) 878-4898 OMB 026R•00026 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM POST CONSTRUCTION ELEVATION CERTIFICATEIFLOODPROOFING CERTIFICATE ^ COMMUNITy NUMBER St, Lucie Co., Fl. (UNINCORPORATED AREAS) 120285 INSTRUCTIONS The registered professional engineer, architect, surveyor or community permit official completes Section I below, Section II may be completed by any of the. professionals listed at the beginning of Section 11, or by a similarly qualified local,permk official. Print -or type the Information on this form. This form is to be used for new (POST -FIRM) construction and for substantial improvements to existing structures in Zones Al-A30, AH and Vl-V30 and existing (PRE -FIRM) y buildings to be rated under POST -FIRM rules and rates, SECTION I (TO BE COMPLETED BY COMMUNITY PERMIT OFFICIAL) PROPERTY ADDRESS (or lot and block numbers If address Is unavallable) ' 2310 Sweetwater Dr. (NAME: Sun South Contractors BPN 91-0AZOO FIA MAP PANEL 014 WHICH PROPERTY IS LOCATED FIA IdAP ZONE IN WHICH PROPERTY IS LOCA 0 ` 188 FIA MAP EFFECTIVE DATE, BASE FLOOD ELEVATION AT THE PROPOSED SITE February 19., 1991 101 START OF CONSTRUCTION DATE Name and Tme .. PHONE (with Area Code) 8/91 Ter L. Virta—Community Deve468-1553 ADORESS 2300... Virginia Ave., Ft. .Pierce, F1. 33450 8/2712 SECTION II — INSTRUCTIONS ' Complete only the Elevation, Certification unless the building has been floodproofed at least to the base flood elevation. If floodproofing is used, complete only the Floodproofing Certification, 'The Elevation Certification may be completed by a registered professional engineer, architect, or surveyor. The Floodproofing Certification may only be completed by a registered professional engineer or archllect. ELEVATION CERTIFICATION I certify that the building at 't p operty location described above has the lowest floor at an elevation of feel, NGVD (mean sea level). C-r•O? op 9TEM WAt-L,� "I (� A,t717 IA I`4„ To S'r6MWALL, FUe Ir;:t0 pLDOie 6L6VA.'rf01./ IZ •&76 46VP. FLOODPROOFING CERTIFICATION I certify to the best of my knowledge, Information, and belief; that the structure Is designed so that the structure is watertight to an elevation of feet NGVD (mean sea level), with vralls substantially Impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures, velocities, Impact and uplift forces associated with the base flood. In the event of flooding, will this degree of floodproofing be achieved with human Intervention?" Will the structure be occupied as a residence? If the answer to both questions is Yes, the floodproofing cannot be credited for rating purposes and the elevation certification must be completed Instead. Floodproofed with human intervention means that water will enter the structure when floods up to the base flood 5` level occur, unless measures are taken prior to the flood to prevent entry of water (e.c+, bolting metal shields over doors and windows). CERTIFIER'S NAME AFFIX SEAL OR WRITE PROFESSIONAL AEI ES �. K I IZf3'i — LICENSE NO. BELOW: TITLE - �_, ADDRESS 28�va 5• Krn-1�s GfW�f r (Sipnalun) (Date) The Insurance agent anachos the second copy of the completed lone to the Rood Insurance policy appllcalbn for new (POST -FIRM) construction or substantial improvements. Be suro•thal the second copy Is cartllied. M E M O R A N D U M To: Environmental Planner I From: Zoning Technician-P? Date: August 22, 1991 Re: Building Permit Application for Sweetwater Subdivision, Lot 6, on North Fork of St. Lucie River (PR#91-1658) The above referenced permit has been rejected, per Nancy Munshaw, based on Policy 1.1.8.8 of the St. Lucie County Comprehensive Plan, which states: "Zone A O to 75 feet from the average high water mark No development activity or shoreline alteration, other than that associated with the construction of a private access point, including docks, if permittable under applicable laws, to the river's edge shall be permitted." However, the Land Development Code Section 6.02.02.D.1 states: "The regulations shall pertain to all lands within the zones adjacent to applicable waterways except: 1. Existing lots of record as of August 1, 1989." Sweetwater Subdivision Plat was approved February 19, 1985, which was prior to the above date. Please advise if this exempts the parcel from the above referenced policy. Although there is extensive vegetation in this area, the Land Development Code Section 6.00.04.G states: "Exemptions: The removal or alteration of protected vegetation except mangrove or dune vegetation, upon any detached single family residential lot or parcel of land having an area of one (1.0) acre or less." As the area of this lot is approximately one-half acre, it is exempt from a vegetation removal permit. However, would a mangrove permit from the Planning Department be applicable? e ( STATE OF FLORIDA DEPA*MENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter 381, FS Chapter 10D-6, FAC y/¢� Applicant / OuHl2 Permit Number (Q S ``((�� ------------ PART -SYS CONSTRUCTION SPECIFICATIONS D CONSTRUCTION APPROVAL------------- Treatment Tank Minimum Draintrench OR Minimum Absorption Size Bed Size Septic tank or,,^^��Grease aerobic unit.4�..allons interceptor_ gallons Square Feet 476�j�_ Square Feet Septic tank or aerobic unit gallons Dosing tank_ gallons Square Feet Square Feet Graywater tank gallons Square Feet Square Feet Laundry waste tank gallons Square Feet Square Feet Other Requirements: (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 s3 eet•#e* fftl�l (Alm to be ►L C141cuJwv �n D ! A� C - beaeh5auk. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. t5r % �( I X- A / 7' �- / (e) Fill quality and quantity: r L BY THIS DEPARTMENT PRIOR TO .A. r DRAINFIELDAINSTALLATION. I I _ (f) Other: 11' H UP' BWI Al NC'11;LU lb b1Jbd LU'1 1'U DA'I Wi 81'1ULN OF UST ROE GUTTERED PRIOR TO FINAL APPROVAL. System design and specifical Construction authorized by: St. Lucie County Public Health Unit Date Note: Completed copies of this form will be provided to the applicant, installer and the building department. AUDIT CONTROL NO. 106157 SQUARE MILE 2-86 HRS-H Form 4016. Feb 05 (Obsoletes previous editions which may not be used) (Stock Number3144U11401") Page 1 of 2 0 J ;;,=•. STATE OF FLORIDA ftPARTMEINT OF HEALTH AND REHABILITATIVE SERVICES APPLICATION FOReONMTE„SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Applicant a W' j 0 7, Permit Application Number 3a �gss . ..............................::.:.......PART III • SITE EVALUATION INFORMATION ............................................ ..... t size appears to be as indicated on site plan: Yes ✓/No ticipated sewage flow from Part I (200 GPD Authorized sewage ffg OO GPD inch mark location `� o>: �,y I 1<T�h/ATEfL L I,I s✓ 4. Existing elevation (at time of site evaluation) of the proposed system site in relation to the benchmark is 12 inches above below the benchmark. 5.: Proposed system distance to: Surface water �O feet — feet — feet; Private potable . r12opmf P wells ''ZU feet feet feet; Community public wells — feet feet; Other public wells — feet — feet; Non -potable wells — feet feet; "6. Unobstructed area available for system installation 1500 ftZ ft2 ftz • 1 7. Is lot subject to frequent flooding?": Yes - No X—, 10 year flood? Yes No If ,subject to a 10 year flood indicate: (a) the 10 year flood elevation in the area feet MSL (b) property elevation at proposed system location A•5 feet MSL. aril oarcn t` - cneeai F SITF 1 SOIL PROFILE - SAMPLE SITE 2 COLOR TEXTURE DEPTH (�fZE� SA1JD Q" to " 67 to "to_" " to COLOR TEXTURE DEPTH 0" to " to —„ "to USDA Soil Series Name (if Known) USDA Soil Series Name (if Known) USDA Soil texture classification on which drainfield size should be based Water table at time of evaluation Estimated wet Season water table i the inches below/above existing grade below/above existing grade �o'T F�GvcIIJTG,�D . Type water table: Is mottling found in the soil? Yes No�_ Perched --X_— Apparent At what depth? Inches Inches Are vegetative species indicative For property with con iguous ditches: of high water table? Yes No Depth of ditches inches inches Depth of waternditc es inches inches Other findings AV„ GAT O il�/ �Loc>i� �0�1 E G� -Col Z-�5� EC EV• : f l.a . I- N_ r. Date of Site Evaluation �_7 00 1 Evaluators Signature !!n;64, .mea,.„or, HRS—H Form 4015, Feb SS (Obsoletea previous edli6t, %0110 may not Abe used) - I �r I '••"p1 Page 3 Of 3_ �+ (Stock Number 5744.003-4015-1) - _ • 6 . STATE OF F'L.ORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT EXHIBIT "A" TEN MILE \LEEK APPROXIMATE EDGE OF WATE 100' I � I PROPOSED WELL 0 PORCH I PROPOSED STORY 3 BDRM / 2100 2 SF AC I — RESIDENCE / 14. 00' \ PORCH e ti 12. 0' — 75' SURFACE WATER SETBACK z w Q � \5 V' 0 Z \ \ Z Q \ 4 O Q D � C N n 5 6 7 hA P°23 St. Lucle County Health Unit Environmental Healtb 82.50.' xy o Site Plan Approved For Construction Supercedes All Previous Site Plans OSDS bS A`+l. P/Mt RPVjeWer SWEETWATER DRIVE 5AIL DESCRIPTION LOT 6, SWEETWATER SUBDIVISION PLAT BOOK 24 AT PAGE 13 SAINT LUCIE COUNTY, FLORIDA SITE PLAN PREPARED FOR KEN SCHWARZ James A., Kirby, I& RLS NOT A SURVEY JAMES A. KIRBY, III REGISTERED LAND SURVEYOR 2860 SOUTH KINGS HIGHWAY FORT PIERCE, FLORIDA 34945 PHONE (407) 464.9621 ' FAX (407) 466.9326 Drawing No. .91--Q131 (P)