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Home My WebLink AboutSUBMITTED DOCUMENTSf (�Owj� (004 w I r�jlm- -A7' to 5 1 ' I,- +- �jffl MP I x I r'�p ff C'aKte' i�tvl. 0 15& lz 11 /-;;L'afs 2 11 1 n4 —> 42Lke-7 iwr-- �fjU,4,1 4-11 NM fpa� PCDA \tvwU&of,- TONA RAN C �Caloo�? - P 6p . ......... .. p too LAf-� SCANNED St. I av "Clecolij?1V I coo cop 7 (K t, 1�9 -4 m C') a L DELTA MSI.E A 0 M WNGEASE ENT CATV 4 , T LE N >�E JANG MAIN TENAI CA. CBS. kCLEt�NGTH r I CH 0 `AJ & StCo & T 8 01 F IeL AEC ORD BN T f TER-11 N 0. SPACE TRACT . 'G, Tt A BOOK rok D,E. DRAINAGE EASEMENT P.�"P. -��NT CONTROL ELEVATION PD.E. PRIVATE DRAWAGE Ej �LEV. ENE OF PAVEMENT P.GE. PRIVATE GAS EASEW .OP. E,O.W. EDGE Of WATER P, PARKO KA,UM NAIL F.F. FINISHED FLOCQ RON, POINT OF BEGINNING FAD. FOUND P.O.C. MINT Of COMMENCE' F.P.E. FLODO PLAIN EASENIENT PP. MWER POLE FPL� FLORIDA POWER & LIGHT PjLhk PERNIMENT BEFEREN L.MUE. LAKE MAINTENANCE EASEMENT PAW. PROPOSED L.S.S. LANDSCAPE AND SIC14AGE EASEMENT P.T. POINT Of TANGENCY MAL MANW-E P.". PRIVATE UTILITY EA. NOW. molour"ENT A RADIUS RAND. NATIONAL aCDETIC VERTICAL DATUM BAD, RADIAL 245.32 eRl R/W - RIGHT-OF-WAY (2) SET 5/8' IBM ROD SM. . SANITARY WITH CAP WITMSS EASEMENT SO.T. SOUTHERN BELL TELEPHONE CORNER LB 115674 Sf. SQUARE FEET o lo' OFFSET TOZ. TW OF BANK 0 ELECTRIC SERVICE TYP. TYPICAl- A CATV UE UTILITY EASEMENT * LIGHT MST UL�. �M) PRESERVATION P & BEE XINT PARKING & AT 0 SET 5/6- IRM AGO WITH CAP NO. LEI 64574 INGRESSIEGR17SS AENT 0 FOUND 518- IBM ROD WITH CAP No. LB 6674 EASEMENT FOUND PERMANENT CONTROL POINT SET P-K NAIL WITH DICK W. LO 6674 A FOURID P-K NAIL No. ED 6674 r 0 WATER SERVICES Pe WATER VALVE KlA0,ZNT 0 SANITARY SERVICE 0 FOUND PERMANENT REFERENCE MONUMENT 6674 :NT EXISTING ELEVATION IN FEET 4 1`1�� 0,00 PROPOSED ELEVATICAS IN FEET I /-'fkAINAGE FLOW INDICATOR P0 C fb' "d / Lomb, �""70s' 59 "44"N�' RD 1!21- b. �p �0 qv D PROP. LOT 65 VACANT SURVIFYOR'S REPORT: ANAD IS NOT ASSIGNABLE. 1. THIS SURVEY IS PREPARED FDA RESERVE HCIAES. LTD. 2. THE LARDS SHOWN HEREON WOE NOT ABSTRACTED FOR EASEMENTS AN[U`CR FRGHTS-OF-WAY OF RECORD) BY THIS OFFICE. 3. VISIBLE EACJROA�NTS AGE AS SHOWN. 4. DESCRIPTION FURNiSHM By CLIENT. 5. NOTICE: THERE MAY BE ADEAT[OML RESTRICTIONS THAT ME NOT RECORDED ON TH S SURVEY THAT MY BE FOuND IN THE PUBLIC ITECORN Cf THIS COUNTY. 6, THIS SKETCH IS THE PROPERTY OF LAWSOK GOBLE & WERB. IM. AND SHALL GOT BE REPROMOED IN WHOLE OR PART WITHOUT THE PERMISSION Of LAWSON. MALE IX WEN. INIC IN WAITING, 7. MAKINGS SHOWN HEWON ARE BASED ON THE MARTA LIM Ci` LOT 61 WHI0HSCA,NSS6P4PS2-,E,- ANDALI-BEARINGSARTERELATIVETOPLAT. B. BOUNDARY DIMENSIMS SWAN ARE PER FLAT AND FIELD MEASUREMENT UNLESS OTHERWISE WTiED - -- l' - " 1 9. ELEVATICrTS %+D;;NflEREMl �C iiial) ON N11V.D. ADUUSTMENT OF 1929. 10. LANDS SHOWN HER5M LOS WITHIN ZONE X ACCOROINO TO THE FLOOD INSURANCE RATE IMP PAINEL NO. 120265 647M , DATED AUGUST 19. 1991 11 IMFROVEWRPS IF MY ARE AS'SHOWN 12 DAIE Of FIELD SURVCY.�. 9.1999 CERTIFICATION. IMPROVEKNTS. IF MY. S LIC T �� HOT VALID WITHNAT IDAFiuI: THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED �E MAPPER fl� no AA Of MAL SUR 11 A. .11PER ILOULUAI OLSTItAll W.4-JUl A, 1/4 COMER SEC. 22. TWP. 36S. AGE. 39E. PROF. LOT 61 /_412_0 VACANT q CCr Ccb ,6 PROP. LOT 62 VACANT PROP. RECREATIONAL AREA LOT 64 VACANT SC�E V-30- PROP. LOT 66 SCANNED VACANT BY intmeCOUiltv IH?92LS6w.q 6-10-99 711440 on EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 LNW ** i **;�: Inc. Lam;son, Aogle We IS ........ . P L ...... . S..�Elf... 5W He Pecoo, Bo*wgA Selo 9. Poft $1. Luce. FIerdo 34986 1561, &F.-DOO . — 1560 678-1802. c. West Pass Beach - Port St. Lucia - Ptantatlon N � 1. DESCRIPTION: PROP058ED-L.4)TS 61 THRU 66 A PARCEL OF LAND LYING IN SECTION. 22, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH ONE -QUARTER CORNER OF SAID SECTION 22; THENCE NORTH 89035'41" WEST ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 415.34 FEET; THENCE SOUTH 00'37'09" WEST DEPARTING SAID NORTH LINE, A DISTANCE OF 327.12 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 28012'08" WEST, A DISTANCE OF 168.00 FEET; THENCE NORTH 61047'52" WEST, A DISTANCE OF 66.93 FEET; THENCE NORTH 28012'08" EAST, A DISTANCE OF 168.00 FEET; THENCE SOUTH 61047'52" EAST, A DISTANCE OF 66.93 TO THE POINT OF BEGINNING. SHEET I OF 2 SCANNED BY St. Lucie Cou* 10 .4 OCT z 0 1999 st. Lucie County Public W0111 LEGEND: A DELTA ANGI-E NUL NOT RADIAL R/W RIGHT-OF-WAY 0 - SET 51W IMN ROD L ARC LEND FHI BE. OVERHANG EASEMENT sm. SANITARY WITHCAPWITNESS CATv CABLE TV OJAE. OVERHANG MAINTENANCE EASEMENT S B.T. SOUTHERN BELL TELEPTIONE COANER U6 1GG7A Co. CATCH BASIN 01LEL OFFICIAI. ACCORD B" ST SWANS FEET . 1.0- OFFSET GA.& CONCRETE BLOCK & STUCCO O/S OFFSET TOD. TOP OF BANK 0 - ELECTRIC SERVICE CL CENTERLINE O.S. OPEN SPACE TRACT TYR. TYPICAL a - CATV CONC. - CONCRETE PB. PLAT BOOK BE. UTILITY EASEMENT ICY, I LIGHT POST COV, = COVERED P.C. POINT Of CURVATURE ULP. UPLAND PRESERVATION R & JEE - MINT PARXING Ar Dz . DRAINAGE EASEMENT P.CjP. PERMANENT CONTROL POINT 0 SET 51W IRCH ROD WITH CAP NO. LB 6674 I�SSIEGFESS ELEV. - ELEVATION P.DE. PRIVATE DRAINAGE EASEMENT 0 FOUND 518- HIGH ROD WITH CAP No UO 6674 EASEMENT EUP. - EDGE OF PAVEMENT P.U. PRIVATE GAS EASEMENT 1111 FOUND PERMANENT CONTROL MINT E.O.W. - EDGE Of WA HER RK PARKER KALM NAIL a SIT P-K NAR. WITH LIM NO. US W74 FF. - FINISHED FLOOR P,O.B. POINT OF BEGINNING A FOUND P-9 NAIL Fat. LB GG74 PRO. - FOUND P.O.C. POINT OF COMMENCEMENT WATER SERVICES FIC. . FLUOR PLAIN EASEMENT PP. POWER POLE WATCH VALVE F.P.L. - FLORIDA POWER & LIGHT P.R.M. PERMANENT REFEREKE MOMMENT 0 SANITARY SERVICE LAAE. - LAKE MAINTENANCE EASEMENT PROP. PROPOSED Ej FOUND PERMANENT REFERENCE MrOMMAENT 6674 LSS� . LANDSCAPE AND SIGNAGE EASEMENT P.T. POINT OF TANGENCY OOU N89-55-4m MUH. - MANHOLE RUE. PRIVATE BILL I TY EASEMENT EXISTING ELEVATION IN FEET 415.�4- mom - AUXILIARY IT - RADIUS 0.00 PROPOSED ELEVATIONS IN FEET N.G.M.P. NATIONAL GEODETIC VERTICAL DATUA RAD. - RADIAL AINAGE FLOW INDICATOR P.O.C. N. 1/4 OCITNER D. SEC. 22, IM, 36S.. RGE. 39E. A, 196' I P.02 ROP.t, "z: 4bS, p so C.B. (y I -� e4 C)' (b* C&I, 00 PROP. C.) q J. &.52 LOT 61 a. 13 290 ms _�7 (0/� to .1. 1C. 'PC: o. f . , 0 �u 4?; P PROP. ie 12� 40. ek)-,"'gos ke if -LOT 62 4bS' Plan'. 13, P, %se - RECREATIONAL p PRC AREA -L T 63 ,S' qF GO. & q rA PR 0,00 LOT AS, b. 11 MOP. 40 4b U, c!' LOI 65 P.0 '4 & or, SCALE V 30' A, PROP. LOT 66 6k, -MEASURED TO END OF DOARD SURVEYOR'S REPORT AND IS MY ASSIGNAB� 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTO. THE LANDS GROWN HEREON WERE NOT ASSTRACTEI) FOR EASEMENTS AND/Oft RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3 VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY WENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN TIC PUBLIC RECORDS OF THIS COUNTY. 6. THIS SXETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AM SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWWN. ROBLE & WEES, RXI IN WRITING. T. BEARINGS SROWN HEREON ARE BASED ON THE MORTH LINE OF LOT 61 MICH BEARS 5 61-47-52- E - AND ALL BEARINGS ME RELATIVE TO PLAT. 8. BOUNDARY DIMENSIONS S.1041 KH2'PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED, I. ELEVATIONIS SHOWN HEREON ARE BAUD ON MOND. AIMSTMENT OF 1929. 10. LAOS SHOWN HEGEON LICY11 FIGN ZOM X - ACCZMING TO THE FLOOD INSURANCE DATED AUGUST 19. 1991 11. IMPROVEMENTS IF ANY � AS SHOATh 12 DATE OF FIELD SURVEY; MME 9.1999 CERTIFICATION, EMPROVEMENIS. IF ANY,44AS fa?9PI-SaLor, W-2o-99 II.MQ .,r EST I MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB #6674 LNW re Lawson, Noble & Webb, Inc. ENOINEERS - PLANNEAG - SURVRYORS 590 W PM00, 130*10r(L �16 9. Port St. 1-rce. Frocto 34986 (561,076-1700. 1— (561) 878-1802. 'org hpoto�"�Com West Palm Beach - Part St. Luchr - Plantatlan SEAL r- I IRUM UUMASSOC 1407334MO 0-02-9v 10:12AM 10 15619975721 nS9 P.7�9 I J 7H 7.000 1.500 NAILED 7.000 22.785 2 8 5 UW17 1�� ------------------------------------------------------------------------------- cis 5.000 8.000 WALL 0.000 19.667 391 -200 cis 5.000 1.500 NAILED 5.000 19.667 56 -200 Cis 5.000 1,500 NAILED 5.000 21 951 : 193 ------- CJ3 ------------------------------------ 1.000 8.000 WALL -------------------- 0.000 19.667 291 --------- -200 CJ3 3.000 1.500 NAILED 3.000 19.667 28 -200 CJ3 3.000 1.500 NAILED 3.000 21.118 101 - 7 - - Cil - - - - - - - - - - - - 1.000 - - - - - - - - - 8.000 - - - - - - - - - - WALL - - - - - - - - 0.000 - - - - - - - - - 19.667 - - - - - - - 243 - - - - - - - - - - - - - - - - - - - 200 Col 1.000 1.500 NAILED 1.000 19.667 14 -200 Cil 1.000 1.500 NAILED 1.000 20.285 49 ------------------------------------------------------------------------------- vi 2.000 24.000 WALL 0.000 24.906 220 - ---------------------------------------------------------------------------- .�2- . 4.000 48.000 WALL 0.000 24.073 424 - ---------------------------------------------------------------------------- V3 6.000 72.000 WALL 0.000 23.240 644 ---------------------------------------------------------------------------- vV4 8.000 96.000 WALL 0.000 22.406 817 ------------------------------------------------------------------------------- vs 10-000 120.000 WALL 0.000 21.573 1037 ------------------------------------------------------------------------------- V6 ------------------------------------------------------------------------------- 12.000 144.000 WALL 0.000 20.740 1257 UPL.IF-Te N411.lNC;F eCHE:�UL.E SPAN GROUP TYPICAL UPLIFT BEMCO MODSL NO. OF 10-d NAlLe REMARK-& 450 TAFR21(o 4 550 TAFFR2 1& 4 (500 TAFR216 E, 1100 TAPfR2 16 'E� 13312� TAPFR2 16 10 2400 TAFIR2 lro 10 each 2 5TRAP5 550 FTF=GA0l& 4 V, ",r%ol CY - 461t(lg s(;ANNED BY St. Lucie County A SUNORT REPORT JOB HSCNINTH6N7 7�� IDIF WIND CODE: SBCCI-1991 WIND MPH: 110 YPE: CLOSED RUSS TRUSS SUPP09T SUPPORT BEARING BEARING REACT. MAX WI DESC SPAN-ft SIZE -in. TYPE XLCC-ft. YLOC-ft. MAX..+# UPLFT.N-3 ----------- F 1 14.7 7.250 WALL 0.000 9 333 11992 M AIL4 -4620 'r FG1 14.771 5.000 WALL 16.604 13:562 13639 .eF -5430 --- FG3 -------- ----- 4.438 ---- ----- 7.250 ---- ---- WALL ----- 0.000 --- ------ 10.333 ---- --- 5.38 ------ ------ :240 --- FG3 4.438 10.000 WALL 3.604 9.333 184 -180 ---------------------------------------------------------------- Al 33.500 16.000 WALL 0.000 9.333 482 ------------- -910 Al 33.500 236.000 WALL 7.833 9.333 2930 -900 Al 33.500 3.000 WALL 33.250 11.667 453 -A2 33.500 8.000 ---- WALL ----- 7.833 ----- 9.333 ---- 2241 ----- 1120 A2 33.500 8.000 WALL 26.833 9.333 1306 -650 A2 33.500 3.250 WALL 33.229 11.667 323 -180 --- �A3 ------ 39.063 ----- 8.000 ---- WALL ----- 7.833 ----- 9.333 ---- 2812 ----- 1290 A3 39.063 66.250 WALL 33.542 9.333 1575 -870 ------------------------------------------------------------------------------- 'A4 39.063 8.000 WALL 7.833 9.333 2841 1380 __870 A4 39.063 3.000 HANGER 38.813 13.609 1546 - ------- A5 ------- 39.063 ------------------------------------------------------- B.000 WALL 7.833 9.333 2841 1380 __870 A5 39.063 3.000 HANGER 38,813 13.609 1546 ------------------------------------------------------------------------------- A6 39.063 8.0uo WALL 7.833 9.333 2841 -1380 A6 39.063 3.000 HANGER 38.813 13.609 1546 -870 _A_� -------- 3-9-.0--63 ------ 8-.6-0-0 ----- Wi_'xL_L_ A7 39.063 3.000 HANGER 38.813 13.609 1546 -870 AB --------------------------------------------------------------------------- 39.062 8.000 WALL 0.000 9.333 2256 -1050 A81 39.062 3.000 HANGER 38.812 13.609 2130 -1050 ------------------------------------------------------------------------------- A9 A9 39.062 39.062 81000 4.00O WALL WALL 0.000 39.000 9.333 13.562 2271 2145 1050 __1050 A i 0 39.062 8.000 ---- WALL ----- 0-000 ----- 9.333 ---- 2271 ,P -1050 A101 39.062 4.000 WALL 39.000 13.562 2145 J2 -1050 - ------ All -------------------------------------------------------------------- 39.062 8.000 WALL 0.000 9.333 2271 1050 All 1 39.062 4.000 WALL 39.000 13.562 2145 -1050 ----- cl ---- 20.938 ---- 251.250 ---- WALL 7 ------------------------------------- 0.000 9.333 2287 F -2410 C2 20.938 ---- 3.000 -------------------------------- HANGER 0.000 9.333 1135 ------------ E -680 C2 20.930 3.250 WALL 20.667 .17.463 13.68 -730 - - -------------------------------------------------------------------------- C3 20.938 3.000 HANGER 0.000 9.333 1135 -680 C3 20.938 3.250 WALL 20.667 17,463 1168 -730 S4 20.958 ---- 8.000 ---- ---- WALL ----- ----- 0.000 ---- ----- 9.333 --- ---- 1242 ------ ----- --- :660 --- 4 20.958 3.500 WALL 20.667 13.562 1154 -710 _D1 --------- 17-3-5i ----- 800-6 ---- ��L_L ------ 0-.0-0-0- ----- 9-.3-3-3 ----- ----- ------ :670 DI 17.333 a.000 WALL 16.667 9.333 1688 C, -660 - --------------------------------------------------------------------------- D2 17.333 8.000 WA L L r, 1 000 9.333 5430 -2030 D2 1.7.333 8.000 NALL 16.667 9.333 5763 El ----- 8.000 ------ .96.000 ---- ---- WALL ----- 0.000 --- ------ 19.667 ---- 880 ------ ------- 2-7-0---- _R6 _� ------- ?.321 --- 88.600 ---- ---- WALL ----- 0.000 ---- ----- 9.333 ---- --- 807 ------- IL -------- 2-74--D--- idz -3 ------- HR3 4--2-4-3 ----- 4.243 ll--3-1-4 ------ 1.500 WA_L_L______Q__0_6_2 NAILED ------ 4.243 9 -.5 3- 3 ----- 9.333 3-5-2 -------- 34 IN -------- HR3- 4.243 1.500 NAILED 4.243 10.778 122 A -200 --- 7 ----- ITI --------------------------------------------------------------- 1.000 8.000 WALL 0.000 19.667 243 A -200 C.71 1.000 1.500 NAILED 1.000 19.667 14 -200 Cil 1.000 1.500 NAILED 1.000 20.285 49 ; A ------- j3D J3D -------------------------------------------------- 3.000 3.000 8.000 1.500 WALL NAILED 0.000 3.000 9.333 9.333 291 28 A J3D 3.000 1.500 NAILED 3.000 10.78S 101 A -200 I'kUil DuUVLASSUC 140)3342130 0?-oz-W 10:10AII W 156199 , )5 - ;21 A50 V:219 ---------- SUPPORT REPORT JOB DESCRIPTIO WIND CODE: SBCCI-1991 WIND MPH: 110 PE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# Lip, UPLFT.-# FGI 14.771 7.250 WALL ------------- 0.000 9.333 11080 -4260 FGI 14.771 6.000 WALL 14.271 13.562 12964 '659 POTAIVp -5170 ------------------------------------------------------------------------------- PG3 4.438 7.250 WALL 0.000 10.333 538 A FG3 4.438 10.000 WALL 3.604 9.333 184 :240 180 ------------------------------------------------------------------------------- Al 33.500 330.000 WALL 0.000 9.333 3424 -910 Al 33.500 3.000 WALL 33.250 11.667 441 -900 ------------------------------------------------------------------------------- A2 33.500 8.000 WALL 0.000 9.333 1550 740 A2 33.500 B.000 WALL 26.833 9.333 2007 -060 A2 33.500 3.000 WALL 33.250 11.667 303 -160 _�3 ------ 39.062 ----- 8.000 ---- WALL ----- 0.000 ----- 9.333 ---- 1404 A3 39.062 8.000 WALL 26.833 9.333 2763 -990 A3 39.062 66.750 WALL 33.500 9.333 221 -360 ------------------------------------------------------------------------------- A4 39.062 8.000 WALL 0.000 9.333 1105 �t_ -740 A4 39.062 65.814 WALL 26.833 9.333 2944 -1150 A4 39.062 3.000 HANGER 38.812 13.609 337 A -280 ------------------------------------------------------------------------------- AS 39.062 8.000 WALL 0.000 9.333 2257 1) -1050 AS 39.062 3.000 HANGER 38.612 13.609 2131 V -1050 ------------------------------------------------------------------------------- A6 39.062 8.000 WALL 0.000 9.333 2256 1050 AG 39.062 3.000 HANGER 38.812 13.609 2130 __1050 -------- I ---------------------------------------------------------------------- A7 39.062 8.000 WALL 0.000 9.333 22SG 1050 A7 39.062 3.000 HANGER 38.812 13.609 2130 ? loso ------------------------------------------------------------------ AS 39.062 8.000 WALL 0.000 9.333 2256 ----------- -1050 AS 39.062 3.000 HANGER 38.812 13.609 2130 -1050 -------------------------------------------------------------------------------- A9 39.333 5.000 WALL 7.833 9.333 2B41 -1380 A9 39.333 3.000 HANGER 36.812 13.609 1546 -B?o ------------------------------------------------------------------------------- A10 39.333 8.000 WALL 7.B33 9.333 2855 s 1380 _-870 A10' 39.333 4.000 WALL 39.000 13.562 1562 ---------------- Cl 1 20.938 ------------------------------------------------------- 251.250 WALL 0.000 9.333 2287 F -2410 _C2__� ------ 20--.9-3-6 ----- 3--.0-0-0- ---- HA-N-(-3E-R- ---- 0-70-0-0 ------ 9-.3-3-3 ---- 1-1-3-5- -------- 6 ------- 6_8_0---- C2 20.938 3.250 WALL 20.667 17.463 1168 -730 C3 .... 20.938 ----- 3.000 ------ HANGER ----- 0.000 ----- 9.333 --- 1135 680 C3 20.938 3.250 WALL 20.667 17.463 1168 -730 ------------------------------------------------------------------------------- C4 20.938 3.000 HANGER 0.000 9.333 1143 el -560 C4 20.938 3.250 WALL 20.667 13.562 1160 C, -730 ------------------------------------------------------------------------------- CS 20.958 8.000 WALL 0.000 9.333 2242 -660 CS 20.956 3,500 WALL 20.667 13,562 11S4 -710 ------------------------------------------------------------------------------- DI 17.333 8.000 WALL 0.000 9.333 1711 -670 Di 17.333 8.000 WALL 16.667 9.313 1688 -660 D2 ------- ------ 17.333 ---- ----- 8.000 ---- WALL ----- ----- 0.000 ---- ----- 9.333 --- ---- 5430 -------- F___-2030 --- D2 17.333 8.000 WALL 16.667 9.333 5763 F -2110 ------------------------------------------------------------------------------- El --------------------- 8.000 96.000 WALL 0.000 19.667 880 A -270 RG 7.333 --------------------------------------------------------- 887000 WALL 0.000 9.333 807 I= -2740 ---- -------------------------------------------------------------------------- HR3 4.243 11.314 WALL 0.062 9.333 352 -200 HR3 4.243 1.500 NAILED 4.243 9.333 34 A -200 HR3 4.243 1.500 NAILED 4.243 10.778 122 -------------------------------------------------------------------- Cil 1.000 8.000 WALL 0.000 19.667 243 Cil 1.000 1.500 NAILED 1.000 19.667 14 -200 Cjl 1.000 1.500 NAILED 1.000 20.285 49 A J3D ------- ----- 3.000 ----- 8.000 ---- ---- WALL ----- 0.000 ---- 9.333 ---- 2�1 --------- A----200--- J3D 3.000 1.500 NAILED 3.000 9.333 28 A - 200 Ik011 UuQUASSOC 14073342130 07-02-99 MIMI TO 15619975')21 U50 P.1/9 I 11A� I DNI'T -------------------------------------------------------------------------------- vlo 91938 53.000 WALL 0.062 10.944 639 vlo 9.938 53.000 WALL S.S21 10.944 639 ------------------------------------------------------------------------------- Vil 9.938 120.000 WALL 0.000 11.779 1280 ------------------------------------------------------------------------------- V12 9.938 120.000 WALL 0.000 12.611 1086 -240 --- V13 ------- ----- 2.791 --- ------ 33.494 ---- WALL ----- ----- 0.000 --- ------ 14.573 ---- --- 244 ------- A ----- :2-0-0- ------------------------------------------------------------------------------- V14 4.791 57.495 WALL 0.000 13,740 448 A -200 ------------------------------------------------------------------------------- vis 6.791 81.496 WALL 0.000 12.906 698 6GEVr7TA%L5, -3960 ------------------------------------------------------------------------------- V16 8.791 105.497 WALL 0.000 12.073 904 --- M --------------------------------------------------------------------------- . V17 10.792 129.498 WALL 0.000 11.240 1124 ------------------------------------------------------------------------------- vie 12.792 152.000 WALL 0.125 10.458 1330 ------------------------------------------------------------------------------- �V24 ------------------------------------------------------------------------------- 5.129 61.550 . WALL 0.000 20.740 564 UPI.IPTS N41I.INCx SCHr=DU�.m SPAN GROUP T�rPICAL UPLIFT SMMCO MODEL No, OF: 10-d NAILS Rr=MAFR<& 450 TAFfR2]& 4 550 TAFF,21ro 4 o(F 500 TAF=F,21(-, 5 DO 1100 TAPR216 Ci 133S TAFF,21ro 10 2400 TAFF,21ro 10 each 2 -STRRAFS 550 RTPGAalro 4 1011 DuUVM�jk 14013342130 0)-OZ-99 10:11AII 10 15619975721 v58 P.4/9 DESCRIPTION7=rfff WIND CODE: SBCCI-1991 WIND MPH: 110 ',,�YPE: CLOSED USS T SUPPORT SUPPORT BEARING BEARING REACT. MAX WIND DESC SPAN-fr SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# UPLFT.-# ------------ E B.00 96.000 WALL 0.000 19.667 880 A -270 H8 ------ 34.667 ------- 416.000 ---- WALL ----- 0.000 ------ 19.667 ---- 3903 ------------------------------------------------------------------------------- H9 34.667 8.000 WALL 0.000 19.667 1964 9A 910 H9 34.667 8.000 WALL 34.000 19.667 1992 __180 H9 34.667 1.500 NAILED 34.542 18.167 284 F -2570 ---- 7 ------------------------------------------------------------ Hio 34.667 8.000 WALL 0.000 19.667 1984 ------------ -920. Hlo 34.667 3.000 HANGER 34.417 19.819 1919 -830 ---- Hil ------ ------ 34.667 ---- 8.000 ---- ---- WALL ----- ----- 0.000 --- ------ 19.667 --- ---- 1998 ------ ------- 9-2-0- --- Hil 34.667 3.000 HANGER 34.417 20.228 1905 840 H12 34.667 8.000 ---- WALL ----- 0.000 ------ 19.667 ---- 1998 H12 34.667 3.000 HANGER 34.417 20.642 1905 :930 840 ------------------------------------------------------------------------------- H13 34.667 8.000 WALL 0.000 19.667 1998 9- -930 H13 34.667 3.000 HANGER 34-417 21.058 1906 1p -850 --- H14 ------ 34.667 ---- ----- 8.000 ---- ---- WALL ----- ----- 0.000 --- ------ 19.667 --- ---- 1998 ------ -------- 940 --- H14 34,667 3.000 HANGER 34.417 21.472 1905 -860 -------- i --------------------------------------------------------- HIS 34.667 8.000 WALL 0.000 19.667 1998 -------- 94-0- --- His 34.667 3.000 HANGER 34.417 21.429 1905 -860 ------------------------------------------------------------------------------- U16 34.667 8.000 WALL 0.000 19.667 3926 JF -1730 1116 34.667 3.000 HANGER 34.417 21.073 4138 F- -1780 ------------------------------------------------------------------------------- Ki 20.333 7.990 WALL 0.000 19.667 2279 -1020 Kl 20.333 8.000 WALL 19.666 19.667 2279 -1020 ------------------------------------------------------------------------------- K2 20.333 7.990 WALL 0.000 19.667 10547 -4530 K2 L 20.333 8.000 WALL 19.666 19 .4967 7362155E DETAIL97 - 3240 ----- ------------------------------------------------------------------------- Ll 4.333 8.000 WALL 0.000 9.333 455 At -190 Li 4.333 1.500 NAILED 4.206 9.333 468 A -200 ----------------------------------------------------------------- L2 4.333 8.000 WALL 0.000 9.333 349 ------------ -180 L2 4.333 1.500 NAILED 4.208 9.333 202 -180, -H-R-?-K-7 ----- 9 --- 8-9-9 ---- 11-7.3-1-4 ----- i;�LL- ------ ---------------------------------------- 0.062 19.667 1016 520 HR7K 9.899 1.500 NAILED 9.899 20.986 709 -470 HR7KI 9.899 1.500 NAILED 9.899 22.797 333 ---- HR31, ----- 4.243 ------ 11.314 ---- WALL ----- 0.063 ----- 9.333 272 200 HR3L 4.243 1.500 NAILED 4.243 9.333 47 A -200 HR31, 4.243 1.500 NAILED 4.243 10.778 160 ----------------------------------------------------------------- J7K 7.000 8.000 WALL 0.000 19.667 481 ------------ -280 j7K 7.000 i.soo NAILED 7.000 20.986 96 -240 J'7K 7.000 i.soo NAILED 7.000 22.785 282 ----------------------------------------------------------------- J7K1 7.000 8.000 WALL 0.000 19,667 385 A ------- 2-8-0---- J7KI 7.000 1.500 NAILED 7.000 21.042 95 A -240 J7K1 7.000 1.500 NAILED 7.000 22.785 290 ------------------------------------------------------------ J?K2 7.000 5.500 WALL 0.208 19.667 ----- 374 f ------- --- -200 J7K2 7.000 1.500 NAILED 7.000 20.986 94 2-4-0- J.7K2 7.000 1.500 NAILED 7.000 22.785 279 ------------------------------------------------------------ J31, 3.000 8.000 WALL 0.000 9.333 ------ 203 ------- ---- -200 J3L- 3.000 1.500 NAILED 3.000 9.333 32 2-0-0 J3L 3.000 1.500 NAILED 3.000 10.785 117 _.; ----------------------------------------------------------------------------- CJSK 5.000 8.000 WALL 0.000 19.667 374 74 -220 CJSK 5.000 1.500 NAILED 5.000 20.579 6G A -180 CJSK 5.000 1.500 NAILED 5,000 21.951 200 ------------------------------------------------------------ CisKi 5.000 5.500 WALL 0.208 19.667 264 cj5KI 5.000 I.Soo NAILED S.000 20.S79 65 A -180 CJ5KI ------------------------------------------------------------------------------- 5.000 1.500 I NAILED 5.000 21.951 198 1011 Uu(lV&A'z;'AC 140)334213B 07-02-99 10:1UAll 10 156199';b')21 358 P. 3/9 J3D 3.000 1.500 NAILED 3.DOO 10.785 101 upli 6 ------- J3M� ---- 3.000 --- 5.500 ---- WALL --------------------------------------- 0.208 9.333 154 -200 J3Dl 3.000 1.500 NAILED 3.000 9.333 33 -200 J3DI ------------------------------------------------------------------------------- 3.000 1.500 NAILED 3.000 10.785 120 V7 ------------------------------------------------------------------------------- i 8.c)oo 96.000 WALL 0.000 20.684 754 ve 4.000 ---------------------------------------------------------------------- 48.000 WALL 0.000 21.517 440 V19 --------------- 16.000 192.000 WALL 0,000 10.128 1634 V20 ------------------------------------------------------------------------------- --------------------------------------------------------------- . 12.000 144.000 WALL 0.000 10.962 1194 V21 1.7-42 21.500 WALL 0.000 19.438 134 ------------------------------------------------------------------ V22 ------------------------------------------------------------------------------- 1 3.792 45.500 WALL 0.000 11.326 338 V23 --------------------------------------------------------------------------- 5.792 69.500 WALL 0.000 10.493 574 UPL.Ir-Te N41L.INCO SPAN GROUP T�rPlr,,4L UPLIF7 SEMCO MODEL No. or - 10-ci 4r5,0 TAFF,21(o 4 E-�50 TAFF,21ro 4 500 TAFfR216 5 1100 TAFfR21(o 9 I-E 0, 133.1 T,4j=fR2l& 10 2 5Ti--,AF5 2400 TAFfR21ro 10 each 550 FTf=G,4a]& 4 I Kull uuuv&ft"V� Iltulij,141ju ul_uL_uj lu:11"ll lu laulzitalcl -in 11.0/i L I S PPORT REPORT JOB DE Cb&i:TG:-��SE: WIND CODE; SBCCI-1991 WIND MPH: 110 CLOSED RUSS RUSS SUPPORT SUPPORT BEARING BEARING REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# UPLFT.-# ............ = --------------------- = --------- ........... FG2 12.667 3.000 HANGER 0.000 B.333 2152 -790 FG2 12.667 3.000 HANGER 12.417 8.333 2124 -780 ------------------------------------------------------------------------------- F1 14.000 168.000 WALL 0.000 9.333 1630 (1 -760 __7 -------------------------------------------------------------- F2 19,167 4.000 WALL 0.000 9.333 738 ------------ -330 F2 19.167 8.314 WALL 13.307 9.333 1104 -490 F2 19.167 3.000 WALL .18.917 .9.333 355 -200 ------------- -F3 i --------------------------------------------------- 19. 67 4.000 WALL 0.000 9.333 702 ------------- -330 F3 19.167 8.314 WALL 13.30? 9.333 1232 -490 F3 19.167 3,000 WALL 18.91? 9.333 264 -200 ------------------------------------------------------------------------------- X4 19.167 4.000 WALL 0.000 9.333 552 -270 F4 19.167 9.500 WALL 11.333 9.333 1294 -510 F4 19.167 3.000 WALL 18.917 9.333 353 -240 ------------------------------------------------------------------------------- GI 26.667 8.000 WALL 0.000 19.667 3027 -1390 GI 26.667 8.000 WALL 26.000 19.667 3027 1390 02 26.667 6.000 WALL 0.000 19.667 1557 -730 G2 26.667 8.000 WALL 26.000 19.667 1557 -730 -Gi ---- 7--�-6-6-6-7- ----- 8-0-0-0- ----- WA_L_L_ ----- o__.o_o_o_ --- 1-9--.6-6-7---1-1-3-7-5- -------------- 5-0-0-0 --- --5980 G3 26.667 8.000 WALL 26.000 19. 667 1.79, trpie VrprAll-c- ------------------------------------------------------------------------------- 111 34. G617 8.000 WALL 0 . 000 19.C67 3951 -1720 Hi 34-667 3.000 HANGER 34.417 19.667 4113 -1780 -------------------------------------------------------------------------------- H2 34.667 8.000 WALL 0.000 19.667 2011 -920 H2 34.667 3.000 HANGER 34.417 19.667 1893 -860 ------------------------------------------------------------------------------- H3 34.667 8.000 WALL 0.000 19.667 2011 -910 H3 34.667 3.000 HANGER 34.417 19.667 1893 -870 ------------------------------------------------------------------------------- H4 34.667 8.000 WALL 0.000 19.667 2010 p -910 H4 34.667 3.000 HANGER 34.41? 19.667 1893 17 -860 - ---------------------------------------------------------------------------- HS 34.667 8.000 WALL 0.000 19.667 1999 920 HS 34.667 3.000 HANGER 34.417 19.667 1905 140 ------------------------------------------------------------------------------- H6 34,667 8.000 WALL 0.000 19.667 1999 -920 H6 ------------------------------------------------------------------------------- 34.667 3.000 HANGER 34.417 19.867 1905 -830 H7 34.667 8.000 WALL 0.000 19.667 1999 -920 H7 34.667 3.000 HANGER 34.417 19.667 1905 -830 Rl ----- 7.000 ---- ----- 8.000 ---- ---- WALL ----- ----- 0.000 ---- ----- 9.333 ---- --- 489 ------- A ----- --- Rl 7.000 3.000 HANGER 6.750 9.333 355 A :_2_3_0_ 240 ------------------------------------------------------------------------------- R2 7.000 8.000 WALL 0,000 9.333 497 -270 R2 7.000 3.000 NATT,FD 7.000 10.333 23 A -230 R2 7.000 1.500 NP" LED 7.000 12.451 3110 - -------- R3 ---- 7.000 ------------------------------------------------------- 8.000 WALL 0.000 9.333 497 240 _-250 R3 7.000 3.000 NAILED 7.000 9.396 43 R3 7.000 3.500 NAILED 7.000 12.451 320 ------------------------------------------------------------------- R4 7.000 3.250 WALL 0.000 9.333 489 A ------- 2-3-0--m- R4 7.000 1.500 NAILED 6.875 9.333 355 At -240 - ---------------------------------------------------------------------------- R5 7.000 84.000 WALL 0.000 9.333 844 6ES MICAM2 -3190 ------------------------------------------------------------------------------- HRT 9.899 11.314 WALL 0.063 19.667 925 A -460 JIR7 9.899 1.500 NAILED 9.899 19.667 671 -450 1IR7 9.899 1.500 NAILED 9.899 22.776 291 A ------------------------------------------------------------------------------- J7 7.000 8.000 WALL 0.000 19,667 497 A -230 J7 7.000 1.500 NAILED 7.000 19.667 85 -240 J7 7.000 1.500 NAILED 7.000 22.785 278 A ----------------------------------------------------------------- J?H J7H 7.000 7.000 8.000 WALL 0.000 19.667 3.97 ------------ A -200 1.500 NAILED 7.000 19.667 as A -240 Mli BuMASSUC 1407334ZI30 07-02-99 10:1VAH 10 156199)5721 Ulu vT - 45b P.519 CJ3K 3.000 8.000 WALL 0.000 19.667 270 180 CJ3K 3.000 1.500 NAILED 3.000 20 162 35 -180 CJ3 K 3.000 1.500 NAILED 3.000 21:118 115 ---- ----- ----- ---- ----- I.- --- --- CJ3K1 3.000 5.soo WALL 0.208 19 667 154 - 80 C,T3K1 3.000 1.500 NAILED 3.000 20:162 37 -180 CJ3K1 3.000 1.500 NAILED 3.000 21.118 117 --- Cil ----- 1.000 ----- 8.000 ---- WALL ----- 0.000 ------ 19.667 --- 243 Cil 1.000 1.500 NAILED 1.000 19.667 14 A -200 Cil 1.000 1.500 NAILED 1.000 20.285 49 ---- CJ1K ----- 1.000 ----- 8.000 ---- WALL ----- 0.000 ------ 19.667 --- 268 ---- -200 CJ1K 1.000 1.500 NAILED 1.000 19.74G 11 A -200 CJ1K 1.000 1.500 NAILED 1.000 20.285 45 I ------ ---- ----- ---- ----- ........ ---- ----- ----- ---- ----- ---- ----------- CJ 1L 11000 8.000 WALL 0.000 9.333 103 :Ho WIL 1.000 1.50D NAILED 1.000 9.333 7 -200 CJ1L 1.000 1.500 NAILED 1.000 9 951 : 23 --- I -------------------------------------------- Iva ------------------------------------------------------------------------------- 4.000 48.000 WALL ------------------------------ 0.000 21.017 440 URL.1r-T5 N411.INCx eCHE::)ULE 6PAN GROUP T�rPICAL UPLIFT SEMCO MODEL NO. OF 10-d NAILS 450 TAFDF,216 TAFF,2 lie> 4 4 550 00 r-) TAf=IR2](o 5 1100 TAFIR216 13 1333 TAF='F,2 16 10 2400 TAFR21('o 10 each 2 61 FRAFS 550 fRTFGASI& 4 c 8. 2' .51DE VIEW WTIOI-W�4 6�5N,19E Pp-=-Ews W. GRDER VERT. ELOCK 13r TRISS PM WS18, DIA DM-WLTS EAC44 GIRDER (1) W, DIA ANC ,VR5 01--ED- Pq CMr,- mnL W' T;4ICK PLATE Fez MISS tFR. (3) Lo, PIA AN04OFS SMM. fiq CZNa4' M 16 CA MTL STRAPS a(lbd )UWLS TO GIRDER EA SIDE V4' V4' M UEZED (2) W, DIA 6T=----L SEAT rl4q--trN Bar$ STEEI. COLLM st� SEE 6awLLEM 0 ' .>� 114- 4 CONNECTION DETAIL CONNECTION DETAIL 4- Ea Eg, f GIRDER T)W6 SOLID BLOCKJWI 45 REM. Ea FACE CF COLLM WBAVDIA UIED6E ANCWCRS 2- CM4r=R CN COUPW W B'MEDt"04T 7rP. FR-c aa W= TRL5--S (4 ) WLS EA SVF- LWA-36 STEEEL PLATE ALL PLATES UE-VED aV FLU F�TICN FIEI V. (2).4/a, VIA. =4-ANSICN AhC40R, Kk RSE7,EW VARIES COORDINATE W TR.SW IM �-442 rE-F=-Am oR Bao EEO' UPLIFT VALUES 7 pl�� ra (2) 0'014 A%OCR 50LT5 3500- (2)SYa'0b&A%.PM5MT5 50"V (2)314'DlAAhCWRBaTS 5040' .dL 7. D-=TA IL (2)515' OLA, AN--LCRSaTS 5320' ,7)314'DlAAN�;M-"ZLTS 7160. DA5, CONNECTION IDEETAIL FERA (BCONNECTION DETAIL prw-=�aNtEa- W=0 RoCF UWE a 24' 01C 621-CN MT7226 ( S, EIIBED. ) (SEE 50-L FOR NAILING) TIE 5EAPI ANaLcRil FASTEMFL5 ALLOIL45-1E 31.9. 124-lodxi-w 3465 L5aa PLY' .3/4' 124-�!d x 24-2 320 L55. y 314- 12,d-W "1 .4320 L-S. e6. CONNECTION DETAIL SCANNED BY St. Lucie County -- DESCRIPTION: PROPOSED LOTS 61 THRU 66 A PARCEL OF LAND LYING IN SECTION. 22, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH ONE -QUARTER CORNER OF SAID SECTION 22; THENCE NORTH 89035'41" WEST ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 415.34 FEET; THENCE SOUTH 00037'09" WEST DEPARTING SAID NORTH LINE, A DISTANCE OF 327.12 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 28012'08" WEST, A DISTANCE OF 168.00 FEET; THENCE NORTH 61047'52" WEST. A DISTANCE OF 66.93 FEET; THENCE NORTH 28'12'08" EAST, A DISTANCE OF 168.00 FEET; THENCE SOUTH 61047'52" EAST, A DISTANCE OF 66.93 TO THE POINT OF BEGINNING. SHEET I OF 2 v FRASER ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET * FORT PIERCE * FLORIDA * 34946 VEPO BEACH (561) 567-6167 FORT PIERCE (561) 461-75M STUART (561) 283-7711 FT. PIERCE 1-800-233-9 1 Report of DENSITY OFs6iL INPLAcF SGANNED ASTM D2922 Lu By CLIENT: Kolter Homes Date: 9n199 Cie C01jnty - CONTRACTOR: Dickerson Permi 99:060522 SITE: Pod 7B, Torrey Pines Cir., Bldg. 61 Foundation Fill DENSITY TEST DATE 111.015-1 URE-DENSi7v RELATIONSHIP I IN PLACE DRY PERCENT TEST MAX. NO. TESTED LbCAT*1ON ELEVATION NO. DRY WT. DENSITY, COMPACTION 1671 10/4/99 N.E. Comer 0-11 1671 111.1 106.2 95.6 9/7/99 1 - 2' 109.3 98.4 10/4/99 N. Side, Cent6r 0-11 108.3 97.5 91/7/99 1 - 2' 109.5 98.6 10/4/99 N.W. Comer 0-11 107.1 96.4 917/99 2' ibg.o 98.1 101V99 W. Side, Center 0-1, 108.0 97.2 qn1qq 1- 2' 108.6 97.7 10/4/99 �.W. Comer 0-11 108.4 97.6 9/7/99 1 - 2' 109.2 98.3 10/4/99. S. Side, Center . 0- 11 109.3 98.4 9/7/99 1 - 2' 108.2 97.4 10/4/99 S.E. Comer 0-11 107.2 96.5 9/71.99. 1 - 2' 108.6 97.7 10/4/99 E. Side, Center 0-.1' 107.3 96.6 9/7199 1 - 2' 108.5 97.7 ALL ELEVATIONS BELOW SLAB GRkDE gopies: Client -I SLC Bldg. Dept. - I 1999 St. Lucie County Public Works Respectfu,llv submitted, FRASER E-NOIbi'�PUNNG AND TESTING, INC. M8 GEOTECHNICAL EINGINEEANG FOUNDATION INVESTIGAT CONCRa7E. SOIL. MD ASPHALT -- ST,%G a FRASERENGINEERING ANDTESTING, INC. 3504 INDUSTRIAL 33RD STREET FORT PIERCE. tj.DIUDA 34946 VERO BRAC" (561) 567-6167 FORT PIERCE (661) 461-7598 STUART (561) 283-7711 PIERCE 1-8 Report of MOISTURE DENSITY RELATIONSHIP ASTMI D-1557 CLIENT: Koller Homes DATE: 9/7/99 CONTRACTOR: Dickerson SITE: Pod 7-B Torrey Pines Cir Foundation Fill P.C.F. Dry Weigh 8 10 12 14 Moisture 's, of Dry Weight Test Test Optimum Max. Diy Soil o. Method Sample Location Moisture % Density- P.C.F. Description 1671. B Composite 9.0 111.1 Gray, fine sand with trace of silt and clay Respectfully submitted, FRASER ENIGINEE�IqNG AND TESTING, INC. Alexander H. Fraser, P.E.. Florida Rela. No. 16178 GEOTECHNCAL ENGINEERING FOUNDATION INVESTIGATIC%S CONCRUE 50[LAND-SPHAL7Tz--'.-- 05/09/2000 20:27 5614684603 ��' PAGE 01/01 RwOEST FOR 30 DAY TEMPORARY POWER IRELEASE DATE; 5/9/1)0 PgRalrr NuWupt: St Lucia County C omm. Devel. Di& 46,9k, ze code Compliance Division ;U0, 2300 VirgintO Avenue VNIV PROPERTY APPRISO: (7007 TORREY �INES UNIT #61i TORREY PINES THS'UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVt DESCRIBED PROPERTYl FOR A PERIOD NOTTO EXCEED THIRTY (30) DAYS, FORTHE PURPOSE OFTE6-nNG SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR. FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST �Ij HEREBY ACKNOWLEDGE AND A13RF-E AS FOLLOW&. 1. This temporary power release Is riquested for the above Stated PUM059 only. 'and there will be no occupancy of any type, other than that permitted by construction during this time Pvrlcd- 2. A0 witnetis by our Signatures, we hereby agree to abld@ by all terms and conditions of this agreement Including Building Division Policy, Which Is Incorporated herein by reference. 3. All conditions and requIromeAts listed in the attached document entitled 4Rsq6Irsmsnt$ for 30 Day Power for Testing" have been fulfilled and the promises Is ready for compliance Inspection. We hereby release arid agree to hold harml*88, St Lucie OcuntY. and their employees "m all flablittles and claims of any type or nature which may arise now or In the future out of this1ransection, Including any damages which MOY be Incurred due to the disconnection of electrical power In the *vent of violation of this 69006m9nt jau,qjnosjjoq@qo-jesj �Ug-Z66- 09 :xuJ - 99ZL-L66- W9 ;auO4d �SVCE -1.1 'uO)BH BOOS - 'M'N 'PAIS ojajod-ioo 96ZZ Lxv/,zly V9 Jyol rinona 0 QAi SM� 3n",,,Ls no�s' on, om 6n 6661 Z I ccl IIJ- C-1 0 eays �5c sLafm- C:�F�l 110 (1,41 4� ;�Io� CAG cdYl6p Illd 0) NI(Y) AO Mle) Cli d9iO �M ��W, H*Vi-�U .1 ON-xvu �jw L) "�I' �L ie;A- Y*? :.U-y AS "SADUU01d SP3)1*4:0J%f qliwS V isuinjL 4 ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION 2400 RHODE ISLAND AVE. Fr. PIERCE, FL. AVE. JURISDICTION: St Lucia County OCCUPANCY: Reserve Townhomes ADDRESS: 7007-7017 Torrey Pines Cir CONTRACTOR: Kolter Homes CONTRACTORS ADDRESS: 2160 NW Reserve Park Trace ARCHITECTIENGINEER: Turner & Smith BUILDING OWNER: Reserve Homes, LTD OCCUPANCYTYPE: Apartments GROSS SO FT: 12,177 sq ft OCCUPANT LOAD: CONSTRUCTION TYPE:( NFPA-220) Type: New Construction: X Automatic Sprinkler: Contractor Tenant Improvement: Fire Alarm System Contractor. Shell Only: Fixed Fire Suppression: Contractor Addition: Hood & Duct System: Contractor Renovation: Fuel Storage: Contractor., SUMN&D 1310 St. LIXie 001M TELEPHONE (561)-46 -2312 FAX NO. (561)-462-2323 F.P.B. B-99-63 BUILDING DEPT: 99060522 NUMBER OF STORIES: 2 PHONE NO: 561-468-4703 CITY: PSL, FIL 7JP: 34986 PHONE NO: 5611-997-7286 DATE: 7-6-99 AUTOMATIC SP'KLRS: NET SO FT: BASED ON: SBCCI: Type: 1. All revisions must be in compliance before the final inspection, or so noted. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The Building Department schedules all finalmispections by the Fire Marshal. 4. A copy of the required revisions has been mailed to the Architect: — Contractor: — Yes — No —X 1. SheetA-3 Plan'DR` Install a smoke detector in Bedroom #31. 2. Sheet A-3 Plan 'E' Install a smoke detector inside the Master Bedroom and Bedroom #3. Reviewed By: 7 Date: July 6, 1999 Tony Liento I-T-E EQ Load Centers Meter Combinations All I-T-E Meter Combinations are listed by Underwrltersr Laboratories and meet ANSI C12.7 Standards.@ EQ- -Meter Load Centers Features • A complete line of devices offered. • Choice of either surface or serniflush mounting. • One-man installation. • Finished installation is smooth and attractive. • Load centers are padlockable. Overhead / Underground I Phase, 3 Wire SN • Select QPF Instant Shield GFIcircuit breakers for NEC requirements. • All models rainproof - Type 3R. • Plaster flange is standard on all semi. flush devices, extra depth. • 22,OOOA IR • Suitable for use only as service equipment. EQ Motor Combinations featuring the EQ circuit breaker with plug-in line side connection and toggle handle opeTr- ation with "ON", "OFF" and "TRIP' positions. All EQ breakers feature ther- mal and magnetic overload protection and are offered in a full range of one and two pole models with a full line of accessories. Selection ell, S lk zu bpace 40 Space Malser Lcsad CsmteroC-,�,? c I u or MC1224MBIIOOSQ MC122AMBIIOGFOO MC1224MR112SR(Z(A) as C1224MB1125FQ)U WMI 1632 B11251FOO MC081fiMB1150TQ@0 MC2040ME3111150ROG) MC0606ML120(1RQ@(l1) MC0606MILURE10(g)(11) MC08116ME11120OT000 MC08116MB11200p(g)(D MC1224MC1200SOGe MC112241VIC11200IF(GIGG I MC2040MB 200FOO 16 MC4040MI3120OSG 1 MC2040MB1225S(l) MC2040MB1225FOO UL: Overhead/ underground -EH/UG OHNG C HNG OFVUG OHNG OH/UG OFVUG OH/lJG OH/UG OH/UG Au- I o 77 ZnG EUSEM." Overhead Undergrou OFVUG OHAJG OHIUG OH OH OH OH OH OHIIJ OH/U - G or- /UG lgu/� ub HS HS 1 Was ALI Ust Prim s 445 445 761. 761. 6". 1 Annipers, Rabing 100 100 125 125 125 125 150 150 200 200 zuu ZU0 200 200 200 200 200 200 225 225 No. of sion"s 12 12 12 12 12 16 2 12 12 12 12 20 20 20 2 4D 20 20 W22540 0 mu 24 24 24 VA 1 �2 16 40 6 6 16 16 24 24 40 40 41 40 40 40 40 0 40 Ratin 22K 22K 22K IV i 22K 22K 22K 22K 22K 22K 22K 22K 22K 22K 22K 22K 22K 22K 3.00 2 3.00 34.00 36-00 30.00 30.0. 34.00 34.00 34.00 34.00 1 14.33 14.33 14.33 1412 14. 14.0 14.4 14.33 14.33 1 22.00 Death' UU 5.00 5.00 - 5.50 5.00 5.50 5.50 JHS 11 11 For Inches / mighm,,N onveret, 0 Panel is supplied with food durough lugs. ise, page 577. (MAzcejaa 2-pol. branch circuit breaker only. OParels listed for 60f7o conductors. See equipment OPanet supplied with feed-thru lugs and subfeed main markings for applications. breaker (SGA mav). ,Z) FP&Lapproved. QDMain breaker not included. To convert from main lug to Deep" StYle flushing ring. main breaker, use conversion kit main breaker (200A) eCopper bus. and converison ldl� MCB12. ' OFor semi -flush mounting, order FRK21X34 kit QHubs notfurnished with enclasome. OFor semi -flush enclosures, dimenson. do not include flushing ring. Flushing ring is 1.5- width ring added to top and both sides. Siernan.q FlAntripAl PmHt, TI)RN.11'111 SMIT11 & ASSOCIATE'S A It C I I I T I; C T S P 1. A N N F R S A P P- I L- � C)O) c) KaAvz colw-eq-f 8CANN&D 1DHq*�<tq�7 f t V�j I �f f Ik a I 1. t 12.0aif4M —1 UQN6 JUN 0 8 1999 2295 Corporate Blvd N.W. Executive Court 1 SUille 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 1JAIN11-111 SMITH & ASSOCIATES A R I I I T E' C T S & 11 1, A N N E R S 6UMMISD tJ 13Y Ciecolj,74f 41V� IV, f ' 2295 Corporate Blvd. N W. Executive Court 1 Suite 1 '17 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 I J� ' 3 ST. LUCIE COUNTY , 'r'! '1P DEPARTMENT OF COMMUNItY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 561-462-1553 SOAN[v&�) -- DESIGN CERTIFICATION FOR WIND LOAD COMPLIA e GDW* tq tta,4e,15 This Certification is to be completed by the project design 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. olease contact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME C F, THF- WX041E 00 .0 x, FICE.USE.ONLY�'::�.':..%,� CST. CERTIFICATION STATEMENT: 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. 1 . 13ESIGN PARAMETERS AND ASSUMPTIONS USED: (12lease check or comi2lete the anproprite box) 1. STANDARD BUILDING CODE 1997 EDITION ' ASCE 7-95 —x— OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: 2- -7 Fr. 4. WIND SPEED USED IN BUILDING DESIGN: MPH S. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENFIFIED IN LINE 01): 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 PSF 8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1. 0 9. LOADS: FLOOR ( ( Q PSF ROOFIDEAD: 55 PSF ROOFILIVE: 55 PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO explaination) if NO, why? (attach 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES_�L NO If NO, why? (attach explainallon) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YESX— NO — If NO, why? (attach explaination) 13. MINIMUM SOIL BEARING PRESSURE: 2 5co PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: 0.0(41FAM -r14(2-t4fA2- CERTIFICATION NO: DESIGN FIRM: -Mambz I's �41 T1+ DATE: A(ZC&LTI�-M SLCCDV FORM NO: 02040 JUN 0 8 1999 De 'artme"A or hommunit Wairs F LORIDA IFFICTENCY WILDING ENERGY CODE FOR '101093 COWITRUCTION RM Component Prescriptive Method A C EN r Rni.. OJECT NAM: KOLTER HOES - :BUILDER: M.J FERRITER CONSTRUCIION ADDRESS: ITOWNHOMES MODEL,4A :PERMITTING !CLIMATE PORT ST LUICE FL 349:OFFICE: :ZONE: 4:_: _5�_j 6:_: NER: :PERMIT NO. :JURISDICTION NO. CK New construction or addition Single family detached or Muftifamily attached 2. Multi -Family If Mu)tifamily-Nq,_of uniti if Multifamily, is this a worst case (yes/no) 4. No SCMED Conditioned floor area (sq.ft.) 5. 148u.00 Predominant eave overhang (ft.) 6. 1-oo St. LucleCouniv_ - Porch overhang length (ft.) 7. J3.00 Glass area and type: Single Pane Doubt, Pane • Clear Glass 8a. O.Osqft 0.00Qft • Tint, film or solar screen 8b.256.0sqft 0.00sqft Floor type and insulation" . Slab on orade (R-value, perimeter) 9a.R= 0.00 , 192.00 ft Net Wall type area and insulation: Exterior: 1. Concrete (Insulation R-value) 10a-1 R= 4.20, 1232.00sqft... Adjacent: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 304.00sqft Ceiling type area and insulation: a. Under attic (Insulation R-value) Ila.R=19.00 , 1580.00sqft Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.50 uncond Cooling system 13. Type: Central A/C SEER: 10.00 Heating System: 14. Type: Heat Pump HSPF: 7.00 Hot water system: 15. Type: Electric EF: 0.90 Hok Water Credits: (HR-Heat Recovery, 16� DHP-Dedicated Heat Pump) TnFiltration practice: 1, 2 or 17. 2 HVAC Credits (CF-Ceiling Fan. CV -Cross vent. is. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) FPI (must not exceed 100 points) 19. 88.08 ,a. Total AS-BUilt. points 19a. 24015.72 b. Total Base points 19b. 27266.02 ---------------------------------- ereby certify that the plans and Afications covered by this calcu- ion are in compliance with the rida Energy Code, DARED BY: i, aleby certify that this buildinq is vompliance with the Florida Energy 9, 7H/AGENT: -------------------------------------- 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 55a.901 F.S. BUTLDTNU OFFICIA1 DATE: I: I. A C 3141. il 1� 4:41" 4 4.13:* *A J*l. Aw * �, *�f, 4, -1: v. :4 �l T f� SUMMER CALC*U[-.A-1 I ONS ** t * *** ** * *'* * * * 1: * * I" i, 1, 4 T V* �C it' 4,V *A' t. Af, .4' V 4' ==='BASE AS -BUILT Iss ---------------- 'EN AREA x DSPM POINTS TYPE SC ORIEN AREA x SPM FOF PO I N 15 40.00 82.2 3288.0 SGL TTNT N 40.0 51 .72 .1 4ql .'2 72.00 82.2 591S.4 SGL TINT F 7?�O 107.1 .5R /14 5 7 2 104.00 82.2 H548.8 SGL TINT 5 40.0 98.3 ._45- 176L�6 - SGL T-INT 5- 64.0 98 .,3 92 57�.6.9 40.00 82.2 3288.0 SGL TINT W 40,0 .107�1 .26 1113.11A -------------------------- ----------- 5 x COND. FLOOR / ToTAL GLASS = ADJ . AREA APFA FACTOR -------------------------------------- 5 1,488.00 256�00 .872 9 GLASS ------------- _ -------------------------------- --------- x GLASS ADJ Gil. -Ass G L. A S S P 0 1 N 1, S P0 I NTS PO I NTS ------------------------------------------- 21,043�20 t8,347.04 14,r,80.80 AREA x BSPM = POINTS : TYPE RZ-VALUE AREA x SPM = POINTS ----------------------------------------------------------------------------- _L.S ---------------- i 1232.0 1.0 1232.0 : Ext NormWtBlock In 4.2 1232.0 1.16 1429.1 304.0 .7 212.8 1 Adi Wood Frame 11.0 304.0 .70 212.8 DRS ----------- 24.0 4.8 115.2 : Ext Wood 24.0 7.20 172�8 18.0 1.6 28.8 1 Adj Wood 18.0 2.40 43.2 fl-INGS ------------- 1488.0 .6 892.8 Under Attic 10.0 1S80.0 J.10 1738�O )(.)RS ---------------- 5 192.0 -31.8 -6105.6 Slab-on-Gi ade C) 192.0 -3l.PO -61.24 8 -ILTRAiTON --------- 1488-0 10.9 16219.2 Practice if2 1488.0 lQ.QO 16219 .2 FfliL SUMIMER POTN FS -30'.942.24 2.8.27J,12 r 0!_ COOLIN(i TOTAL x CAP x DUCT x sY�,,IE'm x cw�oi-r 1 P I MUL r POINTS COMPON PRATIO Mut. r MUL. 1 MUl- r POTNT�l ).942.24 .37 L1,448.63 28,271.1.2 1�00 L.06-1 .3110 1.000 A0,216.38 **Tl S- - - - - - - - - -- - - - - - N AREA A BWPM ------------------------- POINT'-; TYPE SC ORIEN AREA x 1,,lPrl ------------------------------------------------------ x W(-,)F POTNTS 40.00 -3.4 -136.0 SGL TINT N 40�O 9.41 72.00 -3.4 -244.8 SGL TINT E 1.18 3.04.00 -3.4 -353.6 SGL TINT 72�O -2.0 S -1.50 ? 15. 7 L SGL TI NT -S ---40.0 -10.2 .12 �49 �. I 40.00 -3.4 -136.0 SGL 1INT 64.0 --10 �2 w .95 -622.6 1 ------------------------------ 40-0 -?.0 ,,.04 403.2 K COND- FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS AREA -------------------------------------- AREA FACTOR POINTS PoiN rs I I ------------------------------------------ PO I N VS 1,488.00 256.00 .872 -870.40 -758.89 400.18 1 ;LASS ------------ AREA X BWPM = ----------------------------- POINTS TYPE P-VALUE AREA I ------------------------ x WPM = POINTS ---------------- I ------------------ --- 12��2.0 1.1 304.0 1.8 1355.2 547.2 Ext lqormWl:.Bjocj� 11, 4.2 1232.0 3.26 4016.,-3 Ad-j Wood Frame I . 1.0 304.o 1.80 547.2 ---------------- 214.0 -5.1 . 122.4 18.0 4.0 72.o mGS ------------- Ext wood 24.0 7.60 182.4 Adj wood 18.0 5.90 106�2 '41,38 . 0 .6 892.8 Under Attic 19.0 1580.0 1.00 1580.0 ---------------- 192.o -1.9 -364.8 Slab-oll-Grade .0 192.0 2.50 480.0 mAT I ON --------- lli88.0 4.1 6100.8 Practice #2 1488.0 4.10 6100.e WINTER POINTS 7,966.72 13, 4 13 .,1 o X SYSTEM 11UL'I - -------------------------------------------------------------------- HEATING POINTS I'OTAL y CAP x DUCT coMpoi\j RATIO HUL r x SYSTEM Y CREDIT = MULT 111131- T HEAT11,4Ci p0it-11'1; .6 -;?2 8,763.39 j_o6:,j 6,1�100.01 f—f ct I I I.J 1 1 4 1 1 1 f 1 4 4 1 1 1. 1 .1 1' 1 1 1 1 1 1 -t I f. I t 1 1 4 1 1 4 1 1 1 1 1 I� I' I I I 1 4 1 f � 0 f 4. 1 1 ON I r- R* I. IF (I 1 1, 1,1(i lt� 4- ;V. ei, 'I, 1I, 14C :j: :J� : K 4" 1' 1 1 1 4 �i 1. 3: t. f: 1, 3* 4-4: f * A, � 4, 1: 1, h: I, *A, � �41 1- 4: .1, 'If I� .1 * I, BASE 1 OF x mut-'r 'I OT AL 1ANK VOLUME I-F TANK x MULT x (-'RFf)TT T(I'l Al )RIVIS RATIO (,IL.jL-1 1-000 '-44c) .7 3S27.0 7 054 �00 SO .90 0 3 A- 44C V* SUMMARY BASE AS--BLJIL.T DLING HEATING HOT WATER TOTAL- COOLING HEATING HOT WATER TOTAL INTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 1448.6 8763.4 7054.0 27,266.02 10216.4 6900.0 6899.'3 24,015.72 ---------- EPI 88.08 I �1 uwualleu Intormation of the EPI rating number or for any ITEM listed,,.. arsk your suilder f9rr DCA Form 60OA-9,3 or Form 6006-93 EPI= e8.i I 0 10 20 30 40 50 60 70 80 90 100 ----------------------------------- x ----- ! The maximum allowable EPI is 100. The lower the EPI the inof-e 'efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS .................. _ Single Tint SINGL CLR DBL TINT ------ X----.7 --------- INSULATION... Ceiling R-Value ......... 19.0 R-10 R-30 x----------- Wall R-Value ......... 5.5 R-0 R-7 : --------------- x ----- : Floor R-Value ......... 0. 0 R-0 R-19 :x -------------------- AIR CONDITIONER ............. SEER/EER .................. 10.0 10.0 SEER :x 9.7 EER 16.0 HEATING SYSTEM .............. Electric COP/HSPF ........ 7,0 6.8 HSPF 12.0) �x ; G AFUE ............ 0�00 0.78 AFUE 0.90 ---------------------- WATf'R HEATER Electric EF ........... .... 0.90 0.88 0.96 ; ---- x ---------------- Gas EF .... ......... 0.00 0.54 0. 90 --------------------- Solar EF ..... 0 40 0.80 --------------------- OTHER FEATURES ............................ I certify that these -�nergy Code have been energy saving features required for the Florida installed in this house. )ddrass. Builder g natU re: _.__Da te: 'ity/-,ip Energy Code for SUtlding Construction - 199,3 -10rida Depay-t-ment of community Affairs PL-LEPI- CAPDq'!" L-Anox Objective Guide to Xnstallation Comparison Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMES MOOEL#A PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTA DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.7 ROOM 1 WHOLEHOUSE IN ZONE 1 48 X 31 WALL. 148 8 INCH BLOCK R-5 INSUL OVERHANG L.0 WIND041 1C SNGLE PN CLR GLASS METAL FRM FACING-W TINT7TINTEO SHAOING-ORAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 WINDOW J:C SNGLE PN CLR GLASS METAL FRM FACING-E TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 WINDOW IC SNGLE PN CLR GLASS METAL FRM FACING-S, TINT -TINTED SHAOING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 [WINDOW IC SNGLE PN CLR GLASS METAL FRM FACING-N TINT -TINTED SHAD1146-DRAPES HALF DRAWN SHADING COEFFICIENT _` I REVEAL = 1.4 DOOR IOD SOLID CORE CEILING 160 DARK R-19 INSULATION FLOOR 22A NO EDGE INSULATION WINTER INFILTRATION 164 CFM SUMMER INFILTRATION 93 CFM SENSIBLE GAIN LATENT GAIN AREA STUH BTUH SQ FT LOSS GAIN 1,526 5�053 2,702 40 1,063 2,359 75 1,992 4,334 100 40 24 1,488 192 ,MECHANICAL VENTILATION 50.0 CFM PEOPLE 4 SENSIBLE GAIN LATENT GAIN -- — — — — — — — — — — — — -- — — — — — — — — — — 2,657 1,880 1,063 752 254 136 1,814 3,155 3,577 0 4,137 11,044 2.605 L 1,265 880 1200 920 L LOG PC1060 RESIDENTIAL LOADS ANALYSIS PAGE 2 KOLTER TOWNHOMES MODELOA AREA BTUH BTUH SO FT LOSS GAIN APPLIANCES 1200 DUCT LOSS MULT=.20 GAIN MULT=.20 4,575 4,047 --WAL—FOR ROOM 1 13,987 CU FT 1,488 ----- ----- SENSIBUE 27,449 24,282 LATENT 4,919 L STRUCTURE TOTALS 13.987 CU FT 1,488 SENSIBLE 27,449 24,282 LATENT 4,919 L ------------------------------------------------------------ MINIMUM Cooling Capacity needed is 29,201 btu at 91 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 27,924 btu (115% of Sensible Load) ------------------------------------------------------------ Version 92.10 • 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 x • implied, is given by Lennox Industries Inc. with respect to the.accuracy * • and/or sufficiency of the information provided by this report. ,L-ennox 0bjective C3uide to Xnstallation Clomparison Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS KOLTER TOWNHOMESIC PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTC DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR 11 DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUD�' 2? SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.7 ROOM -- I WHOLEHOUSE IN ZONE 1 48 X 35 WALL 148 8 INCH BLOCK R-b INSUL OVERHANG = 1.0 - WINDOW IC SNGLE PN CLR 6LASS HEIAL FRM FACING-W Timr-TINlED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = I REVEAL = 1.0 WINDOW IC SNGLF PN CLN GLASS METAL FRM FACING-S TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW -lC SNGLE PN CLR GLASS METAL FRH FACING-N TINT-TINIEO SHADINO-DRAPES HALF DRAWN SHADING COEFFICIENT = I REVEAL = 1.0 DOOR 10D SOLID CORE CEILING 16D DARK R-19 INSULATION FLOOR 22A NO EDGE INSULATION WINTER INFILTRATION 185 CFM SUMMER INFILTRATION 105 CFM SENSIBLE GAIN LATENT GAIN MECHANICAL VENTILATION 50.0 CFM PEOPLE 4 SENSIBLE GAIN LATENT GAIN APPLfANCES PAGE 1 AREA BTUH BTUH SO FT LOSS GAIN 762 2,524 1,350 36 956 1.973 200 5,313 3,760 40 1,063 752 24 254 136 1,680 2,048 3,562 113 2,10S 0 4,671 I,YS7 2,941 L 1,26S 880 1200 920 L 1200 08/24/98 LOGIC 1000 RESIDENTIAL,LOAOS,ANALYS;S KOLTER TOWNHOHES#C DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM 1 15,792 CU F1 SENSIBLE LATENT PAGE 2 AREA. BTUH * BfUH SO FT LOSS GAIN 4,040 3,334 1,680 24,239 20,002 5,2ss L STRUCTURE TOTALS 15,792 CU FT 1,680 SENSIBLE 24,239 20,002 LATENT 5,25S L ---------------------------------------------------------- MINIMUM Cooling Capacity needed is 25,257 btu at 91 degrees outside and Y5 degrees inside Maximum desired Sensible Cooling Capacity is 23,003 btu A115% of Sensible Load) ---------------------------------------------------------- Version 92.10 * 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 jor 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 in4ormation provided by this report. Department ot Community Affairs SN: 5560 FLORIDA KNERUY KFFJCIENCY CODE FOP BUILDING CONSTRUCTION FOAM 60OA-93 Residential Comqwnen? Prescriptive Method A CENTRAL PROJECT NAME: KOLTER HOMES !BUILDER: M.PFERRYER CONSTRUCTION AND ADDRESS: TOWNHOMES MODEL 4C :PERMITTING :CLIMATE PORT ST LUICE FL 349:OFFICE: 1ZONE: 01 S! J 61 1 OWNER: :PERMIT NO. !JURISDICTION NO. CK 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 case (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 1b. Tint, tilm or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 1O.Net Wall type area and insulation: a. Exterior: I. Concrete (Insulation R-value) a. Adjacent: 2. Wood trame (Insulation R-value) 11-Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location.) 13.Cooling 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 I8.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 specifications covered by lation are in compliance Florida Energy Code. PREPARED DATE: -------------- plans and this calcu- with the I hereby certify that this'building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 1 . 2. 3. 4. 5. 6. 7 ; 8a 8b New Construction Multi -Family 0 No 1683.00 1-00 13.00 Single Pane O.Osqft .272.Osqft Double Pane .0.00sqft 0.00sqft 9a.R= 0.00 , 113.00 ft 10a-I R= 4.20, 16SO.0Osqft____ 10a-2 R=11.00, 235.00sqtt____ lla.R=19.00 , 168�3.00sqft 12a. R= 6.50 , unoond 13. Type: Central A/C SEER: 10.00 14. Type: Heat Pump HSPF: 7.00 15. Type: Electric EF: 0.90 16. 17. 2 18. 19. 83.20 19a. 29138.63 19b. 35021.66 Review ot 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:--- -,- -- SUMMER CALCULATIONS BASE AS-hUTLT GLASS ---------------- ORIEN AREA x BSPM ------------------------------------------------------------------------------- POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS N 40.00 82.2 3288.0 SGL TINY N 40.0 S1.5 1481.2 E 34.00 82.2 2794.8 SGL TINT E 34.0 .72 107.1 .26 946.8 S 198.00 82.2 16275.6 SGL TINT S 126.0 96.3 .48 SS4j.1 ------------------------------------------------------------------------------- SGL TINT S 72.0 96.3 .25 1769.4 .15 x COND. FLOOR / TOTAL GLASS = ADJ- x GLASS ADJ GLASS GLASS AREA ---------------------------------------- AREA FACTOR POINTS " POINTS POINTS .15 1,683.00 272.00 -------------------------------------- .928 22,358.40 20,7S1.39 9,746.44 NON GLASS ------------ AREA x BSPM = ------------------------------------------------------------------------------- POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS ---------------- Ext 1650.0 1.0 1650.0 Ext NormWtBlock In 4.2 1650.0 1.16 1914.0 Adi 235.0 .7 164.5 Adj Wood Frame 11.0 235.0 .70 164.5 DOORS ---------------- Ext 24.0 4.8 lls.2 Lxt Wood 24.0 7.20 J72.8 Adi 20.0 t.6 32.0 Adj Wood 20.0 2.40 48.0 CEILINGS ------------- UA 1083.0 .6 1009.8 Under Attic 19.0 1683�O 1.10 1851.3 FLOORS --------------- Slb 111.0 -31.8 -3S9&.a Slab -on -Grade .0 113.0 -31.90 -3604.7 INFILTRATION --------- 1683.0 10.9 18344.7 Practice 02 1683.0 10.90 18344.7 TOTAL SUMMER POINTS 30,474.19 28,637.04 TOTAL y SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT ------------------------------------------------------------------- POINTS COMPON RATIO MULT MULT MULT L POINTS 3S,474.19 .37 14,235.45 : 2a,637.04 1.00 1.063 ----------- .340 1.000 10,348.6 1 WINTER CACCULATIONS BASE ()S�SU11-1 GLASS ---------------- ORIEN AREA x BWPM ------------------------------------------------------------------------------- POINIS IYPE SC ORIEN ARF-A x WPM x WOF POINTS N 40.00 -3.4 -336.0.: SGL TINT N 40.0 9.6 1.1.8 463.4 E 34.00 -3.4 -115.6 SGL TINT E 341 .0 -2.0 -S�Oei 342.7 S 198.00 -3.4 SUL IINT 126.0 - 1. 0 . 12 .12 -156. 1 ------------------------------------------------------------------------------- sGL T IN r s 72.0 --10.2 --1 .09 Soo . 11; .15 x COND . FLOOR / TOTAL GLASS - ADJ . x GLASS ADT GLASS GLASS AREA ------------------------------------------------------------------------------- ARFA FACTOR POINTS POINTS POINTS .15 1,683.00 272�00 .928 -924.80 -858.33 1,440.53 NON GLASS ------------ AREA x BWPM = -------------------------- POINTS ---------------------------------------------------- TYPE R-VALUE AREA x WPM = POINTS WALLS ---------------- Ext 165 ' 0.0 1.1 1815.0 Ext NormWtBlock In 4.2 16SO.0 3.26 5379.0 Adi 2355.0 1.8 42J.0 Adi Wood Frame 11.0 235.0 1.80 423.0 DOORS ---------------- Ext 24.0 5.1 122.4 Ext Wood 24.0 7.60 182.4 Adi 20.0 4.0 80.0 Adj wood 20.0 5.90 118.0 CEILINGS ------------- UA 1683.0 .6 1009.8 Under Attic 19.0 1683.0 1.00 1683�O Sib 113.0 I NF I L THAI I ON --------- � 1,3 h - o n - Gra da a 0 113j) 2.50 282,5 1683,0 6900.'� Pra(-,tice 42 1683.0 4 .1.0 6900.3 ,roTAL WINTER POINTS 9,277.47 16,408.73 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT' x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTs 9,277.47 1.10 10,205.22 : 16,408.73 1.00 1.063 .484 1.000 8,441.03 ------------------------ ---------- 7-- ** ***1 ** * * ** ** * * * * * * ** * * * * * * WATER HEATING BASE AS�BUILT ------------ NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO . -MULT 3 3527.0 10,581.00 so .90 1.000 3449.7 1�00 10,349.00 SUMMARY BASE AS-Bt.JTLT COOLING HEAT I NG 110'r WAJER TOTAL COOLING HEATING HOT WATER TOTAL POINIb POINTS + POINTS = P-cjiN,rs POINTS + POINIS + POINTS = POINTS 14235.4 10205.2 10581.0 3S,021.6(� 10348�6 8441.0 10349.0 29.,138.63 EPI 83.20 �.or detailed information ot'�the E-PI rating number or ror any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form ',6008-93 ENERGY GUIDE EPI= 83.2 0 10 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 WINDOWS ..................... Single Tint ------ X -------------- INSULATIoN...... ........ Ce il i ng R-Value. jq�() Wall R-Vaiue ..... ... 5.0 Floor R-Value ......... 0.() AIR CONDITIONER..... .... SEER/EER ........ 10.0 HEATING SYSTEM .......... Electric COP/HSPF ........ 7.0 Gas AFUE ............ O.Oo WATER HEATER ... ............. Electric EF .............. o.90 Gas ET ......... .... O.Oo Solar EF ....... _ ..... OTHER FEATURES ..... P-10 R-30 ----------- : R-0 R-7 1 -------------- X ------ : P-0 R-1 9 :X -------------------- 10.0 SEER 17.0 :X -------------------- : 9.7 EER 16.0 6.8 HSPF 12.0 :X -------------------- : 0.78 AFUE 0.90 ; --------------------- 0.88 0.96 : ---- X ---------------- : 0.54 0.90 : --------------------- : 0-40 O.do ; ---------------- I certity 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 L-ennox 0bjective C3uide to sEnstallation Clomparison Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE I KOKTER TOWNHOMESOO PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE T111-0 KOLIO DESIGN rEMPERAfURES (DEUREFS F) wimm msw 68 WINTER OUTSIDE 45 SUHMRR INSIDE 75 SUMMER OUTSIDE 91 DAILY HEMPERArm RANGE INDICATOR 11 DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SQ Ff LOSS GAIN ROOM I WHOLEHOUSE IN ZONE 1 52 X 30 -------- WALL 14B 8 INCH BLOCK R-5 INSUL 1,197 3,963 2,119. OVERHANG = 1.0 WINDOW IC SNGLE PN CLR GLASS METAL FRM FACING-E 40 1,063 2,212 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = I REVEAL = hO WINDOW IC SNGLE PN CLR GLASS METAL FRM FACING-S 90 2,391 1,692 TiNf-TINTED SHADING -DRAPES HAKE DRAWN SHADING COEFFICIENT a I REVEAL = 1.0 WINDOW IC SNGLE PN CLR GLASS METAL FRN FACfNG-N 50 1,328 940 TINF-TINTEn SHADJNG-DRAPES HALF ORAWN SHABING (AEFFICIFNF = I REVEAL = 1.0 DOOR 101) SOLID CORE 24 254 136 CEILING J60 DARK R-19 INSULATION 1,560 1,90? 3.307 FLOOR 22A NO EDGE INSULATION 149 2�716 0 WINILR INAILIRATJON 171 UFM 4,337 SUMMER INFILIRATION 98 UFM SENSIBLE GAIN 1&24 LATENT GAIN 2�731 L MECHANIPAL VENTILATION 50,0 CFM 1,265 880 PEOPLE 11 SENSIBLE GAIN 1200 LATENT GAIN 920 L APPLIANCES 1200 4 / 18 WOO RESIDENTIAL LOADS 'AOALY�I� KOLUR '1OWH1W11ESftJ'* Otic I LOSS II(JLT=.20 GAIN H(JI-r=.20 10TAL FOR R0011 1 14,664 CU FT SENSIBLE LATENT STRUCTURE TOTALS 14,664 CU FT SENSIBLE 1-AfENf PAGE 2 AREA BTUH BTUH SQ Ff LOSS GAIN 3,856 3,082 ----- ----- 1,560 23,134 18,492 5,045 L 1,560 23,134 18.492 5,045 L ------------------------------------------------------------ MINIMUM Cooling Capacity needed is 23,537 bta at 91 degrees outside and 75 degrees inside 11aximum desired sensible Cootino caf3acfty is 21.266 btu (11-5/ of Spnsib,p load) ---------------------------------------------- Version 92.10 * Ibis Heal-inq and cooling load Compul.atjoTi was Produced using the procedures * * and tables of the Air Conditioning Contractors of America's Martial J, * * Sevept-h Edition. The accurac ' Y of thle 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. ;Department of Community Affaiyc; SN: 5550 FLORIDA RNPROY GFFICIENCY, CODR rOR PUICOINS CONSTRUCTION FO�M 60OA-93 A Restdintial, Component PreNcriptive MeLhod A CENTRAL PROJECI NAME: KOKYER,PUMES . - 48UFLDER: M.3 FERRIfFR CONSIRUCIYON AND ADDRESS: TOWNHOWS mml_ UK IPERMITTING !CLrMATF-- PORT 11 LUICE FL 34QUFFICE: !ZONE: 41,1 51,1 61J OWNEV !PERMIT NO. QURISDICTION NO, CK 1. New construction or addition 2. Single WAY detached or Multifamily attached 3. If Multifamily -No. of units 4� If Multifamtly, is Wis a worst case (yes/no) 5. Conditioned floor area (sq�ft.) 6. Predomiqant 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) 1O.Net Wall type area and insulation: a. Exterior: 1. Concrete (InsuAtion R-value) a. Adjacent: 2. Wood frame (insulation R-Value) II.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12V& distribution systems a. Ducts (Insulation + Konation) 13.Cooling system 14.Heatinq System: 15.Hat water system: 16.Hot Water Credits: (HN-HeaL Recovery, DHP-Oedicated Heat Pump) 17.1ofiltration practice: 1, 2 or 3 J6.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whote house fan, RB-Attic radia&_ barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Quilt points b. Total Base points ---------------------------------------- I Hereby certify that the plans and specifications covered by Vhis calcu- lation are in compliance with the Florida Energy code. PREPARED BY: DATE: I hereby certify that in compliance with the Code. OWNER/AGENT: DATE: this building is Fjorida Rnergy 6. 7. 8a So New Construct.ion MuAti-Family 0 No 1554 �00 1.00 a �00 Single Pane O.Osqft .188.Osqft 9a.R= 0.00 Double Pane 0.00sqft O.Oosqft 149.00 ft 10a-1 R= 4.20, 24S6.00sqft 10a-2 R=It.00, 160.00sqft_ 1Ia.R=1%00 , t650.00sqft, I 2e� . R= 6.50, � Un(-,01-ld J4_ Type; Gentral A/C SEER: L0.00 14� Type: Heat Pump H5PF: 7.00 151 Iypy: Flectric 0.90 16. 17 � 2 18. 19. e3.60 19a. 28347.11 19b. 33908.42 -------------------------------------- Review of Lhe plans and specifications covered by this calcukation indicates compliance with the Florida Energy code. Wore nonstruction is completed this buildinq will be inspected for compliance in ancordAnce with Section 553.908 Ks� BUILDING OFFICIAL DATE: ;V*** ** * * * * * *:4:,t* **3: * * * ** *1131:11 ** I* * * * * * * * * ** ***. * ** ** * * * * ** *.V * * *:V, * * * * * * * * ,46 SAMER CALCULATIONS BASE AS -BUILT GLASS ---------------- ORIEN AREA x BSPM ------------------------------------------------------------------------------- POINTS TYPE SC ORTEN AREA x SPM x SOF POINTS N 54.00 82.2 443S.B SGU TINI N 54X 51.5 .72 1999.6 E 40.00 82.2 3288.0 SGL TINT E 40.0 107.t �26 1113.8 S 9VOO 82.2 77zVV SGl_ TINT S 64�O 980 .25 - ts?2�8_ ---------------------------------------------- SGL TINT S 30 �() 98.3 L L .45 1321.2 .15 x COND. FLOUR / TOTAL GLASS = ADJ. -------------- ----------------- x GLASS ADJ GLASS GLASS AREA ---------------------------------------------------------------------------- AREA FACTOR POINIS POINTS POINTS :Is- I,SS4.OQ. 188.00 J .240 IS,4S3.60 19,160.82 6,007.43 NON GLASS ------------ AREA x BSPM = ------------------------------------------------------------------------------- POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS ---------------- Ext 2456.0 1.0 2456.0 Ext NormWtBlock In 4.2 2456.0 1.16 2849.0 Adi 160.0 .7 112.0 Adi Wood Frame 11.0 160.0 .70 112.0 DOORS ---------------- Ext 24.0 4.8 115.2 Ext Wood 24.0 7.20 172.8 Adi 22.4 1.6 35.8 Adj Wood 22.4 2.40 53.8 CEILINGS ------------- UA 1554.0 .6 932.4 Under Attic 19.0 1650.0 1.10 1815.0 FLOOR9 --------------- Sib 149.0 -31.8 -4138.2 Sfab-on-wrade .0 149.0 -31.90 -4753.1, INFILTRAIION --------- 1554.0 10.9 16938.6 Practice 42 1SS4.0 10.90 16938.6 TOTAL SUMMER POINTS 35,012.66 23,19S.45 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 35,012.66 .37 12,954,68 1 23,195.45 1.00 1.063 .340 1.000 S,3S2.17 WINTER -CALCULATIONS BASE AS -BUILT GLASS ---------------- ORIEN AREA x BWPM = ---------------------------------------------------------------------------------- POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS N 54.00 -3.4 -183.6 SGL -TINT N 54.0 9.6 1.18 612.1 E 40.00 -3.4 -136.0 SGL TINT E 40.0 -2.0 -5.04 403.2 S 94.00 -3.4 -319.6 SGL TINT S 64.0 -10.2- ----------------------------------------------------------------------------------- SGL 'TINT S 30.0 -10.2 .12 -37.2 .fS x COND. FLOOR / TOTAL GLASS = AOJ. x GLASS ADJ GLASS GLASS --------------------------------- AREA 0 R E A FACTOR P01111 rs POINTS POINTS .Is 1 _55zl . 00 188.00 ------------------------------------------------ 1 . 24 0 -639�20 -792.54 1,689.65 NON ----------------- AREA x BWPFi = ------------------------------------------------------------------- POTNTS IYPE R-VALUE AREA x WPM = POINTS .WALLS ----------------- Ext 2456.0 1.1 2701.6 ExL AormWtBlock In 4.2 2456.0 3.26 8006.6 Adi 160.0 1.8 288.6 Ad.j Wood Frame 11.0 160.0 1.80 288.0 DOORS ---------------- Ext 24.0 5.1 122.4 Ext Wood 24.0 7.60 1,82.4 Adi 22.4 4.0 89.6 Adj Wood 22.4 5.90 132.2 CEILINGS ------------- UA 1554.0 .6 932.4 Under Attic 19.0 1650.0 1.00 1650.0 FLOORS --------------- slb 149.0 -1.9 -283�1 Slab -on -Grade .0 149.0 2.50 372.5 INF ILTRAI ION ---------- 1554.0 4.1 6371.4 Practice 112 15,54.0 4 . 10 6371 .4 TOTAL WINTER POINTS 9,429.76 -1 OTAL x SYSTEM HEATING -10TAl_ x c:AP x imjur x SYSTEM x CRED11 = HEAIING WIN PTS MULT --------------- _1 ----------------------------------- POINTS COMPON RATIO MULT MUL I MOLr POTNTS 9,429.76 1.10 10,372.74 : 18,692.6;' ------------------------------ L�00 1.061� .484 ------------ 1.000 9,615.94 E�ERGY GUIDE of the EPI TaLinq nuillber or for any 11EM listed, ask YOUr Buitdei I-ol- DCA Form 600A-93 or Form (DOOB-9-,3 0 JO 20 30 40 50 60 70 60 90 100 ----------------------------- x ------- The maximum allowable LPT is J.00. "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 WINDOWS ..................... Single Tint ------ x -------------- INSULATION .................. Cei I i ng R-Value ......... 19.0 Wall R-Value .... ... � 4.6 Floor R-Value ......... 0.0 AIR CONDI1jrI()NEp _ ............ SEER/EER .... 10-0 HEAT 1. NG SYS FEM ........... Electric COP/HSPF ........ 7.0 Gas AFUE ..... ...... 0.00 WATER HEATER .......... — ... Electric EF.... .......... 0.90 Gas EF ........ ..... 0.00 Solar EF.— ........... OTHER FEATURES .............. R-10 R-30 ---------- x ----------- : R-O R-7 R-O R-19 -------------- 10.0 SEER j7j) X-- 9. 7 F.Ep 16.0 6.8 H5PF 12.0 x----------------------- 0.78 AFUF O.�40 : ----------------------- : 0.88 0.96 -; ---- x ---------------- ; 0.54 0.90 ---------------------- 0.40 0.80 ---------------------- f certi t'y that these energy saving 'features require(J tor the Florida Finergy Code have been installed in this h0LJS0. BuJider Date: City/Zip__-- Florida Energy Code for Building Construction -- 1993 Florida Department of Community Affairs FIL-EPL CARD93 Wo r�-_N 0 1 ti c" BASE AS -BUILT NUM OF x MUL'i TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------ ---------------------- --------------------------------------- 3 3527.0 IO,s8l..00 50 .90 1.000 3449.7 1.00 10,349.00 SUMMARY BASE AS -BUILT COOLING HEATING HOT WATER, TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS. POINTS POINTS POINTS + POINTS POINTS 12954.7 10372.7 10581.0 33,908.42 8382. 2 9615 �9 1034c). 0 28,347.11 UPI 83-60 OVJ)Z!1 V L ; 1111EI.nt. of Community Affairs SN: SS50 FLORIDA FNERG"( f:FFJ..C.1L'NCY (�ODE rOR BUILDING CONISTRUCTION FORM J.)00(1-93 Prescriptive Method A ('FNTRA1. PROJECT 14AME.,KOLTEF, FiOVIES BUILDER: M.J FENRITER CONSTRUCTION ANI) ADDRESc>: �'TOWNHOME,,� 11C)DEL #E jPERMITTING !CLIMATE PORT S*l LOICE FL 3491OFFICE: :ZONE; 41_: 51-1 6:_! OWNER: IPERMIT NO. :JURISDICTION NO. CK Nk�W COnStf'LlCti011 or addLtion -1 �if'Ole tafflilY detached or Multifamily attached 3- If MUltifafilily-t'lo. Of UylitS '4 - I f MUl t1farfli 1Y , is this a worst case yes/no S. Condit ioned f loor area ( sq J t . 6. PTedollii nariL eave overhang ft . */ . Porch overhan�j len(,:lth ( ft S. 61ass cArea and type: a. Clea)- Glass 1). lint� til.ift or solar screen 9. Floor type and inSUlation: a. Slat.) On O'Cadf- (P-vall.le, Perimeter) 10.Net Wall tYPe area and insulation: a. Exterior. I.. Concrete (Insulation R-va.lue) a. Adjacent; 2. Wood fraMe (Ii-ISLIlation R--value) 1I.Ceiling type area and insulation: a. Under attic (II)SUlation R-value) 12.Air distribution systems a. Ducts (IIISUlatioll + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.1nfiltration practice: 1, 2 or'3 18.HVAC Credits (CF-Ceiling Fail, CV -Cross verit, HF-Whole house fan, RB-4ttic radiant L)arl'ier, MZ-Nultizone) I . 2. 3. 4. sa Fib New Construction Multi. -Family 0 No 1536.00 1 .00 6.00 Sinole Palle O.Osqf t .179.Osqft Double Palle 0.00sqft. 0.00sq,ft 9a.R= 0.00 , 194.00 ft JOa-1 R= 4.20, 1532.00sqft ... .... .. 10a-2 R=11.00, 29l.00sqft___, lla.R=19.00 , 1650.00sqft 12a. R= 6.50 , uncond 13. Type: Central A/C SEER. 10.00 14. Type: Heat Pump HSPF: 7.00 15. Type. Electric EF: 0.90 16. 17. 2 18. 19.EPI (Must not eXCeed 100 points) 1.9. a. Total As-Bui,it points 19a . h. lotal Base points 1.9b. covere'd I.j, Lhi-_' CEiICL1-- 1) 00 (1[ P I i,j I I C�i Wj L 1) t I 16: [-joij.da 1--nergy Code. BY: DATE: .f hereby certify that this building is in compliance with the Florida Energy Code . 80.95 25737.63 31796.06 ---------------------------- Review of the plans and specifications c0v%i;ru_d by thi,� calculation indicates complianct, with the Florida Energy Code. Before construction is completed this building will bp inspected for compliance in accoy oice with section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DA rE DATE:- f.1 4�4:3-f .4, *'* *3 A I; r V 3: 4: t**-4� t r*4�4 ��PHMVR GALCULATYONS *3 41 HASH AS -BUILT GL�lss ---------------- ORIEN AREA X EiSPM POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------ N 22.00 82.2 1808.4 SGL TINT N 22.0 51.5 814.6 S 84.00 82.2 6904.8 SGL TINT S 84.0 98.3 .72 3699.4 w --------------------------------------------------------------- �3.00 62.2 6000.6 SGL TINT W 73.0 107.1 .45 .26 2032.8 .15 X COND. FLOOR / TOTAL GLASS = ADJ. x GLASS I ------------------ ADJ CLASS GLASS ----------- AREA .. ---------------------------------------------------------------------- AREA FACTOR POINTS POINTS POINTS .15 1,530.00 179.00 1.282 14,713.80 18,864.90 6,546.80 NON GLASS ------------ ---------------------------------------------------------------------------------------- AREA x BSPM = POINTS TYPE R-VALUF AREA x SPM = POINIS WALLS5 ----------------- I Ext 15:32.f) 1.0 .1.532.0 Ext Nc)rrrjt4tBjC)(,-j, In 4.2 .1532.0 1.16 1,7 Adj 291.0 .7 203.7 Adj Wood Frame 11.0 291.0 70 .7 DOOR$ ---------------- Ext 2z4 .0 4.8 11.5.2 Adj 22. xi J.6 35.H CEILTNGS ------------- UA 1530.0 .6 918.0 FLOORS --------------- Slb 194.0 -31.8 -6169.2 Ext Wood Adj Wood Under Attic Slab -on -Grade 24.0 7.20 22.4 2.40 19.0 1650.0 1.10 .0 194.0 -31.90 53. F3 1815.0 -6188.6 INFILTRATION --------- i 1530.0 10.9 16677.0 Pr'�actice #2 1530.0* 10.90 16677.0 TOTAL SUMMER POINTS 32,177.44 21,057.5 . 8 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT . MULT POINTS --------------------------------------------------------------------------- ------- .37 1 1 905 - 21 , OE-7.58 .1 00 .1 063 .340 1.000 71609.61 �4: V-:Vl;l:* **-1 4: 1- T:V* �V:4, I. t:** I '4�11� 4�***** 4�***��** ******:t t-�l NT E R GAL( I IL(i I'l ONS .4z *31L**,*:t.:v 4,** 4�' 4. it* .4 zz== AS -BUILT OR 11: N ARFt') x HwI.-'m PUTN I S I ypiz SC ORI I- N ARFA x WPM x WOF POTNTS N -�3.4 -74�j ------------------------------------------------ SGL IINT N 22.0 9.6 1.18 249 S 84 .00 --3 .4 -285.6 SGL TINT S 8.1.0 -10.2 .12 .4 -104.0 W ;13 .00 -3.4 --------------------------------------------------------------------------------- -248.2, SGL TINT W 73.0 -2.0 -5.04 735.6 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS ---------- AREA AREA FACTOR POINTS POINTS ------ POINTS .15 1,530.00 179.00 ------ ------ 1.282 -608.60 -780.30 ------------- 881.16 NON GLASS ------------ AREA x BWPM = -------------------------------------------------------------------------------- POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS ---------------- Ext 1532.0 1.1 1685.2 Ext NormWtBlock In 4.2 1532.0 3.26 4994.3 Aclj 291.0 1.8 52-3.8 Adi Wood Frame 11.0, 291.0 1.80 523. 8 DOORS ----------------- Ext '>4.o 5.11 122.4 Ext Wood 24.0 7.60 182.4 Adj 22.4 4.0 89.6 Adj Wood 22.4 5,90 132.2 CEILINGS ------------- UA 1530.0 .6 918.0 Hndel- AttiC 19.0 1650.0 1.00 165 0 0 , FLOORS --------------- Sib 194.0 -1.9 -:�68.6 Slab-on�Grade 0 194.0 2.50 485.0 INFILTRATION --------- 1530.0 4.1 6273.0 Pr�actice #2 1530.0 4.10 6273.0 TOTAL WINTER POINTS 8,463.10 15,121.8 . 3 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 9,309.41 : 16,321.83 1�00 1_063 .484 1.000 7,779.02 w.* Ar *:v. 4 *.;V 1, *:4:. WATER HEATING, BASE AS -BUILT NUM OF x MUL1 TOT AL TANK �IOLUME EF TANK x MULT x CREDTT To-rAi-. BFDRMS RATTO MULT --------------------------------------------------------------- --------------------- 3527.o 10,58,t.00 so .90 1.000 3449,7 J.00 10,349.00 t-4:* X 4::4! 4: *** * * * * * 4: SUMMARY *41 BASE AS -BUILT' COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS -------------------------------------------------------------------------------- 11905.7 9309.4 10581.0 31,796.06 7609.6 7779.0 10349.0 25,737.63 EPI 80.95 IL 'All -ENERGY' GUIDE ;FQr" dntai4ed Information 4 %A ; - I of -t)4e LPI 1,at.jng nuf(d.),er i? J ,Pr fo-i' gjny JTE�M Hs'k, YOLIV Buiklyr for EPI= z80_9 DCA Foym 6OOA-n9 '9_3 rFopirm 6c),oB-93 �O 10 20 30 40 50 60 70 80 90 iOO -------------------------------- X ------ �_:4 1 The maximum ollowable -Epj iz 100. The lower the EPI the more ef f ici ent the home ,RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Effickency WINDOWS SINGL CLR DBL TTNT ...... Single Tint ------ X -------------- I NS1JJ,A'F I ON ........... R-10 R-30 Ceiling R-Value ......... jq.O 1 --------- X ---- ------ Wall R-Value ......... 5.3 R-O R-7 : --------------- X-----: R-0 R-19 Floor R-Value ......... 0.0 1X -------------------- AIR CONDITIONER ............ 10.0 SEER 17.0 SEER/EER .................. 10.0 ix -------------------- i 9.7 EER 16.0 HEATING SYSTEM .............. Electric COP/HSPF ........ 7.0 Gas AFUE ............ 0.60 WATER HEATER ................ Electric EF .............. 0.90 Gas EF ......... .... 0.00 Solar EF ...... OTHER FEATURES ...... _ ...... 6.8 HSPF 12.0 1X-------------------- 0.78 AFUE - 0.90 i--------------------- 1 0.88 0.96 : ---- X ----------------- : 0.54 0.90 i--------------------- 1 0.40 O.BO : --------------------- : I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address: Builder --Signature: ate: City/Zip______ Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Al L-ennox Objective- Guide to :Enstallation C:omparison Nisair Airconditioning Inc,. 1501 Decker Ave D-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE I KOLTER TOWNHOMES MODEL#E PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE. KOLTB OESIGN 1EMPERArURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR DESJGN GRAINS RELAIIYE HUMIUrTY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SQ FT LOSS GAIN ROOM - I WHOLE HOUSE IN ZONE 1 61 X 25 WALL 14B 8 INCH BLOCK R-5 INSUL 1,625. 5,381 2,877 OVERHANG = 1.0-. WINDOW IC SNGLE PN CLR GL�SS METAL FRM FACING-W 75 1,992 4,124 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = I REVEAL =' 1.0 WINDOW IC SNGLE PN CLR GLASS METAL FRM FACING-S. 80 2,125 1,504 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENC = I REVEAL = 1.0 DIINI1061 1C SNGLE [IN CLH GLASS METAL FRM FAGING-N 20 531 376 IINT-TINTED SHADIN6-DRAPES HALF DRAWN - SHADING COEFFICIEN1 = 1 REVFAL = 1.0 [)()OR 1011 SoLID CORE 24 254 136 CIALING 16LI UAHK N-19 INS01 A I ION 1,525 1 859 3,233 FLOOR 22A NO EDGE INSULAIION 194 3:614' 0 41INILR 1NFILIRAfJON 168 CFH bUMMER INFILIRATION 96 CFH SENSIBLE GAIN �4,240 1,685 LATENT GAIN 2,670 L MECHANICAL VENTILATION 50.0 CFM PEOPLE: 4 SENSIBLE GAIN 1,265 880 1200 LATENT GAIN 920 L APPLIANCES 1200 n 08/24/98 LOGIC �000 RESIDENTIAL LOADS ANALYSIS PAGE 2 KOLTER TOWNHOHES M()(.)EL#E AREA BTUH BTUH SO FT LOSS GAIN DUCT LOSS MULT=.20 GAIN MULT=.20 4,252 3,443 TOTAL FOR ROOM 1 14,335 CU FT 1,525 ----- ----- SENSIBLE 25,514 20,659 LATENT 4,984 L STRUCTURE TOTALS 14,335 CU FT 1,525 SENSIBLE 25,514 20,659 LATENT 4,984 L ------------------------------------------------------------- MINIMUM Cooling Capacity needed is 25,643 btu at 91 degrees outside and 75 degrees iinside :11axifflUm desired Sensible Cooling Capacity is 23,758 btu (115% of Sensible Load) ------------------------------------------------------------ version 92.10 * 1his 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 c.. onditions. 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.