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101 Pamela Ct 95-1316, 95-1474, 95-1475, 95-1485 New SFHX 'I J V 000*,,00 7 7- ZONE CONTRACT( ADDRESS / j f c PHONE # l! " / 0 LOCATION l % LQ /h 1,4t 04 OWNER ADDRESS / ti • D/v A /C PHONE #-Z- PLUMBING CONTRACTOR ADDRESS PHONE # fP 5 ELECTRICAL CONTRACTOR ADDRESS PHONE # J l MECHANICAL CONTRACTOR l ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: SUBDIVISION:/X? 11A PERMIT' # JOB COST $ FEE $ STATE NO.v- FEE $ FEE $ FEE S LOT NO.. BLOCK: SECTION: SQUARE FEET. MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE j EPI: C&RTIBICATE 08 OCCUPANCY / COMPLETION Thi-A is*to certify that the building located at for which permit - has heretofore been issued on 7 8 has been completed according to plans and specifications filed in the office of the Building ffic"al rior.to the issuance of said building permit, to wit as complies with all the building, plumbing, elec ical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. Subdivision Regulations Apply: Yes No AIUROVAL DATE A22BOAL BUILDING: FIRE; Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In Lines In 1. Meter / Sewer 7/`21// Set "Zf Tap Reclaimed Plti. Water ENGINEERING: Street Drainage Paved Maintenance,. '+ r Bond ---------- - -- .,.._., PUBLIC WORKS: Street Name Street Signs Lights' Storm Sewer Driveway Street Work DSCRIPTIO LATE WATER -SEWER IMPACT FEES z0/9r' 01-APPLCTN FEE -BUILDING 4/19/95 01--FIRE IMPACT -- RESIDENT 4/19/95 01-LIBRARY IMPACT FEE 4/19/95 01-OPEN SPACE 4/19/95 01=POLICE IMPACT - REBID 4/19/95 01-RADON GAS TAX 'FEE 4/19/95 01-ROAD IMPACT FEES 4/19/95 01-RECOVERY FD/CERT. FGM. 4/19/95 10.00 59.27 54.00 279.61 91.93 8.63 847.00 8.63 PAGE: 2 CERTIFICATE OF OCCUPANCY / OOME ETION This -is to certify that the building located at for which permit 95-QQQQIZ16 has heretofore been issued on 7119Z95 has been completed according to plans and specifications filed in the office of the Buildin; Off'ci prier to the issuance of said building permit, to wit as complies with all the building, plumbing, ele' rical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. 51AFF ARPRML Subdivision Regulations Apply: Yes No 01-SCHOOL IMPACT FEE 4/19/95 1384.00 V OWNER BUILDING 4FFIC AL / DATE' Date Started•y --)--7__ CITY OF SANFORD, FLORIDA Request for Final Inspection for Certificate of Occupancy ADDRESS: The Building Department has prepared a certificate of occupancy for the above locationandIsrequestingafinalinspectionbyyourdepartment. After your inspection, please come to the Building Department to sign -off on theCertificateofOccupancy, or submit a certificate of occupancy addendum if it has beendenied. Your prompt attention will be appreciated. Thank you. Distributon: Engineering !,/ Fire" Public Works Utilities Zoning b © ,. ,5 ' fR /. f o .4 c+ 7'- %.r rr t 7' i n /+q < <2Jc Rvv +'+ 1oc r !S e , 4;e c n M 7'6p b' C /; SS Y•r llt tX n, I o V f tJ j e wow rt 6 ,, / 0 C C- L.+ 0 11 C / -r 7"/TG ^ in 0/roct is nv /G";FCv y7 c e s5<*y- Pv# Gwa.,r/cc_ 4c.;,"' ct'L )/ ,.s 1tT S a i_-7 cft9 C0 ,1 S vvGTtd W.". K cvt' 44"oeC1S ©T 7-- / 7 -- 9 5 1 i 0 Complies 1, elec*ical, zoning' and subdivision City of Sanford and with the provisi, subdi.visio)a Regulations Apply: Yes-4: D iR r », npted Sewer 24/ e> ., ter , 10.00 59.27 54.00 5 279.61 5 91.93 8.63 5 8 7.00 6 anford and with the provisions of 'these Regulations Apply: Yes No 19/9 a 1384.00 3 r J IL 4 OFFIC AL / ATE UTILITIES DEPARTMENT CITY OF SANFORD; FLORIDA RECEIVED OF LOCATION RESIDENTIAL-----.- COMMERCIAL t SEWER GROWTH WATER GROWTH. / ! METER SIZE '' (pe6cu , SEWER TAP STREET CUT SW / WA CITY,OF SA ORD BY r No. 2 514 zk-V 19 9 AMOUNT TOTAL 6 Date Started CITY OF SANFORD, FLORIDA 11111111 Request for Final Inspection for Certificate of Occupancy The Building Department has prepared a certificate of occupancy for the above locationandIsrequestingafinalinspectionbyyourdepartment. After your inspection, please come to the Building Department to sign -off on theCertificateofOccupancy, or submit a certificate of occupancy addendum If it has beendenied. Your prompt attention will be appreciated. Thank you. r- _ Distribution: Engineering l/ Fire Public Works Utilities Zoning w C!/ T,,gf'w %t I'i0.'1 d ilt/GTi y FAI/•4 vo.iN yKOG+G S, I 7 a a G ( I S rl v G • c v i'1 e G G s s rt j/ . a Pr. vG wc/ `Co P1C.c11;i, 74.1 AA/ vltlC vl f0 C0. 4 T t/G Lp W-/A 'A601, GVCci-v OT 7-/7- 9S 7 aronda Homes MARONDA HOMES, INC. OF FLORIDA I hereby name and appoint up permits at 377 Maitland Ave., Suite 112 Altamonte Springs, FL 32701 (407) 831.4039 Letter of Authorization uvx-- k [ to apply and pick C-11'\ performed at lot in Street Address of available) Thank you, Bruce E. Hawkesworth CFC053329 Plumbing Department Supervisor MARONDA HOMES INC., OF FLORIDA Build in artment for work to be acQA 4Sworntoandsubscribedbeforemethis :2 — day of , 1995. Notary Public, State of a MULE L THOUPSUN Comm UP. 3/07/98 By Sw ke IRs No. CC353473 1101tol'o, k • # CITY ^OF SANFORD PERMIT NO C FLORIDA DATE THE UNDERSIGNED HEREBY APPLIES FOR LOWING PLUMBING WORK: , PERMIT TO INSTALL THE FOL. i, OWNER'S NAME ADDRESS OF JOB PLUMBING CONT ledu esFC-C3 Comm. Sublecf fa 9regulefions an ord p u bing code. Residential: I Number I Amounf Alteration, Addition, Repair ; New Residential: One Water Closet I_ Additional Water Closet Commercial: Fixtures. Floor Drain, Trap _ Sewer Water Piping— Gas Piping Factory- builf housing obi a Home, lioation Fee Minimum Commercial Permit: ToolAIRE E..././' _,. ram COMPETENCY CARD NO CEL" 0 53 32,51 ANaronda Homes MARONDA HOMES, INC. OF FLORIDA I hereby name and appoint up permits at performed at lot 377 Maitland Ave., Suite 112 Altamonte Spring$, FL 32701 (407) 831.4039 Letter of Authorization lA o apply and pick Street Address (if available) Building Department for work to be in Thank you,. V Gregory M. Furner CAC044865 HVAC Department Supervisor MARONDA HOMES INC., OF FLORIDA Sworn to and subscribed before me this day of Notary Public, Stat6-bf Florida MICHELE L. THOMPSON NOTARY My Comm Exp. 3/07/98 w PursLic Bonded Ei Service Ins r Vw4` No. CC35r3473 1%ff" 1995. CITY OF SANFORD, FLORIDA PERMIT NO. ' DATE`'""' THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNERS NAME /`' IQl Nnr1/Y- ADDRESS OF JOB4eta-E yz /6/ ReMLLit' MECHANICAL CONTR. /r64r &2-JQ= RESIDENTIAL Ie 11 COMMERCIAL Subject to rules and regulations of Sanford mechanical code. B.T. INPUT OUTPUT VALUATION APPLICATION FEE AL COMPETENCY CARD NO. aronda Homes], MARONDA HOMES, INC. OF FLORIDA 377 Maitland Ave., Suite 112 Allamunte Springs, FL 92701 LETTER OF AUTHORI2ATI N I hereby name and appoint apply and obtain permits in work to be performed on lot Thank you, Jeff Masterson EC0001440 Electrical Department Supervisor MARONDA HOMES INC., OF FLORIDA Sworn to and subscribed before me this MICI'IELE 1, TNOMPSON NOTA oy Comm Exp. 3/47/98 PUSLIC No. C0 73 in U 407) 831.411Y9 to ounty for 3 day of r 1995. CITY OF JANFORDr FLORIDA PERMIT NO DATE -v-0 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAMF wer/R/G-- ADDRESS OF JOB Zoe i J L9 rT ELEC. CONTR /W/' q4*0' Y' W Residential ::!O-' N"on-residential_ Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change of Service Residential Commercial Mobile Home Factory Built 11ousin New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp 4nd above New Commercial Amp ervice Application. Fee I TOTAL oy signing misapplication I am stating I will be in compliance with the Nt(: including Article 4% clef11UU, Sec lion 110 9.and 110 10. ta Building Official / Mastor Electrician C-aoo /fe46 STATE COMPETENCY NO. 1V aronda Homes MARONDA ROMLS, INC. OF FLORIDA 377 Maitland Ave., Suite 112 Altamonte Springs, FL 32701 (407) 831.4039 ATTN: ca, Building Dept. DATE: RE: Building Permit # Z? , resubmitting plans due to a change /rl4-hi r I allz Q 4 2 7 &VOt,* DW eo Please find enclosed permit # -C>, Q r) / -? 3k There has been a change(s) in the plans originally submitted. We have enclosed new materials to reflect the changes. If you should have any additional questions please contact me. muv-L 44 &- Thank you, 0 lG Michele Thompson MARONDA HOMES INC., OF FLORIDA 01 PLOT PLAN FOR: MARONDA HOMES, INC, E,SCRfiPT/ON: Lj=>—r PAMAL.a C. K.S 0?ECCR0ED/NPLA7•BOQK 47 PAGro) PUBLIC RECORDS COUNTY, FLojR NOT PL-.A-1'1-E0 - CAS PWVZ PLAT OP P^MAkL A4- OAKS PIa1 GcoiL 47s Pc1c-- 4-G. / N.Ey:f- 5e: 520 W. 0 1 Cs. L. 4oscArrvwA L msr in to 4.0' tV o N GONG- PAT' i O 5LALS ® a 5.eo 30.00 N p vac : 0 DALTvN "8" 3 "Z-) W I rN /2'x I¢r coI c. Mr/O W r••; r;} SLA 8 • V GorJG. R N vRtve lop L.fr,Lirr sear.r•11_I•Cf" Al N N PAMALA C'AC Ui7T NOTES - 1V,t9q• 86'57"w. - — I. Plot Pion Only: Lot. has not been staked In the field. 2. Bearings are based on the IO ERLIME Of PAMALA tou/etr QE/A/ N•ffe3L:''i2"w. ti nnaiewnnoas: 7. 1 horeby eerilty that this Pc. roNror ArrinEI r. I+r ar ENc r Plot Plan was mode under m ''r rorwlir1lrs((``r1or1y1.11 C. 1r rn'LNNtvin5 oC(MvArl( directionandmeatstheP':C. ""nrNrcowrouNcuwAruaE minimum technical standards co c?"a al nna. ClpnO NEAM11M FLOOD CERTIFICATION as set forth by the Florida A. tVJ1ejCEN/MALAWkC) Bosed on the Federal Emergency BOOrd Of P/Ofe1110na1 Lend f.ENrrM LINE No nagement Agency flood insurance Surveyors In Chapter 61417.E WC. A; crW owir 1r1 P40 role mop, the property site shown hereon DOES NOT LIE within the Florida Administrative Code, Pursuant d72•027 Ef"'T. eAlEMfA T 100 year flood hazard area C" SeclFon , Flo Ipa Sl-9otvtee'.,_::•r Lies In Zone 10Z$9004D CommunityPanelNo. g. Elevatio.n's bated on Notloriol rnyRaosevoats: I-AP-67 boodelle. Vertical 00lun1 Of 1929. 5. NOT A' 3WRY EY MARONDA HOURS, INC. OF FLORIDA 377 Maitland Ape., Suite 112 Altamonte Springs, FL 32701 (407) 831.4039 ATTN: Building Dept. DATE: RE: Building Permit N , resubmitting plans due to a change //14-f r11w,Qg 0 / f n? fiLg eV - Please Tha k you, Michele Thompson MARONDA HOMES INC., OF FLORIDA 01 PLOT PLAN FOR: MARONDA HOMES, INC, PDESCR/f'T)ON o RECOROEOINPLA7- DOOM '4-7 PAGE(S) e4.e-- , PUBLIC RECORDS OF 5dmm P1CDIe-- COUNTY, FLOR/DA. J zs:"' lc r\ u:rt- F:P L- ,.-r—t-E o AS PEeL Ft.A'f olu PANIA%-A ohKS PLAT 600K Al. PACiG 4V w I cml 7a =GI =e-*1,%A - CMG fY1I W ABRO5a152"w G' 8 N N NOTES 1' 0c!• 5C' S2"w• 1. Plot Pion only: Lot hoe not boon stoked In the field. 2. Bearings are based on the I tiMrdltt.rNE OIr pAlwIMCAe Cower AdrrA/y N• eq• st:' fZ ". ABOTIEVIA7IONS: 3. 1 hereby certify that this PC. FONTS; ((URVAFIN1E PLIIIOr/AN6tNcr p PlotPlanwoeMOdeundo/ my Pd C, ji'N'jq Nwt115E Flom direction and me014 the PC C. ION1 IV COMPOUND CURVAIURE minimum technical standards rA 8116. CI*RO eEARIN6 as set forth by Ike Florida MIA(CLNNEAL ANGLE of Professional Land AAq CFNTFRBoard Zlwc.' Cl NCR( I Surveyors In Chaplet 61017.6 A/ C AIR COI/IRnoNER MO 1ANRSURvcVON Florida Adminislrollva Code, NVMecR pursuant to Section 472.027 Florida Statutes 4. Elevallons based on NallOnal 0sodelle Vertical Dolum or 1929. NOT A SURVEY FLOOD CERTIFICATION Based on the Federal Emergency Management Agency flood Insurance rote mop, the property site shown hereon DOES NOT LIE within the too year flood hazard area Liss In Zone "C" 7 f2090040ECommunity PanelNo. Mop Revised: oate . 4- 14 - 95 SCALE. (r'' Zv 1 'i too ' JOurN COUNTY ROAD 49r _ LONGW1000 rLORIOA . 32730-5499 7'ELEPNONE. (407) 650- 9060 Q5 - 1714- C 71- F L-A'T"T"E 0 PER PL.A'T OF PArN1Al•A 10^KS Pr.AT !LOOK 41. r^4e- 4r• r— r1Es,ao' N.fl T" •' S2"W °. pp 8 N h NOTES 1AM_ ALA CC UFrZ I' 1. Plot Plan only: Lot has not been slated In the field. 2. Bearings are eased on the 1 GiNTE1tGrP/E Of A09-fAtA moc7 OF/F1l N•e9.56'SZ"• A13WEWATIONS: 3. I hereby certifythat Ihle ^ c(. r*N or wtvArr,nE I!1. I N1or 1ANGENCr Plot Plan was wade under my r1 rpp F.r'043(('r1oN rrtc. r N p ALVE1r S( CrArwyowE direction and meals the PC C. Mut OF courGINIo CUWA1 LW M clloeo FLOOD CERTIFICATION minimum technical standards r.N anG, COMM SCARING as set forth by the Florida a 1xi1'AIBased on the Federal Emergency CENrRALANGLEIcc cENrrnLint Management Agency flood Insurance Board of Professional Land 9wc.crwcorIr rate map, the property site shown Surveyors In Chapter 61017.6 i ieMn VEYomN'a Florida AOminlstrotive Gode, N1N1on hereon DOES NOT LIE within the 100 year flood hazard area pursuant to Section e72.027 Florida Statutes Llae In Zone "C" /202890o40( CommunityPanelNo. 4. Elevations based on National Map Revised: osodetle Vertical Datum of 1929. • . 3, NO,T A SURVEY A, VOI VE y INGF. l00 SOUTH cOUNTy ROAD I47 UWGwraOD FLORIDA 327"-,499 7- CLEPh/OlJE': (407) 830-9000 Dote: 4-14-95 SCALE: I r¢Zor q 5 - m 4-- aa CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT I PERMIT ADDRESS IN 9 M AAA C4 - ..%£ /V Ford- 32-7-73 Total Contract Price of Job to (0 Describe Work G0-n—s+r-Li C PERMIT NUMBER 67 Total Sq. Ft. ) r7,z Type of Construction lood Prone (YES) (NO) Number of Stories J Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach.printout from Seminole County) TAX I.D. NUMBER 912, ADDRESS OITY '' TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS A CITY ' STATE ZIP BONDING COMPANY,A ADDRESS CITY STATE ZIP ARCHI ADDRE CITY MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR; ( PHONE NUMBER •'' ADDRESS --A ST. LICENSE NUMBER CITY r- n STATE A-W ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I W THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. r' ighture of sr1Ae & Dates 0 Ec/Svr32 rk I a 3 E ac4 Z > A N V) r-i r.44 o ro (1) 41 -, a 0 O > x a E+ Si y & 'Date E OWNER OF Onature Of Contrac 5k,o ype r Print Siqna .ure W N PROPERTY OF 1F*******11r* H ,b... Z roD O 0 O O 14 M {L r N 1< z s Name ti a Date 7C 3 fD O n Officia'I'-661) C5Lf-iciaF-Sea1 ) I r+ Ntl4 t. THQI{PSQN lE L. THl4" Swim kis SWAM W 110os J1 wR Olive l Q " Application prow BY: Date FEES: Building bib) Radon io allo Police Firc,7 Open Space "a • 1i Road Impact pp ication PERMIT VALIDATION: CHECK CASH DATE BYc* ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMMIN) THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE F rei r='rt.y Wddress 1 PAMALA 2 PAMALA OAKS 4 PAMALA OAKS 5 PAMALA OAKS 6 PAMALA OAKS 7 PAMALA OAKS 8 PAMALA OAKS 9 PAMALA OAFS 10 PAMALA OAF'S 1:1. PAMALA OAKS 12 HAMALA OAKS 13 PAMALA OAKS 14 PAMALA OAKS 15 PAMALA OAKS 16 PAMALA OAKS 1.7 PAMALA OAKS 18 PAMALA OAKS 19 PAMALA OAKS F orward C) etail TD Owner CT 104 si SAUNDERS Tl:: MMY Etc SAL S1 FEINBERG DAVI:E) Si FEINBERG DAVID S1 FEINBERG DAVID M )AIN MENU S1 S1 5:1 S1 c:i 1 61 S1 51 Si 61 S1 51 Mil 61 S1 or FEINBERG FEINBERG FEINBERG FEINBERG FEINBERG FEINBERG FEINBERG FEINBERG FE. I:NBER0 FEINBERGG FEINBERG FEINBERG FEINBERG FEINBERG FEINBERG CEXITI DAVID DAVID DAVID DAVID DAVID DAVID DAVID DAVID DAVID DAVID DAVID DAVID DAVIE) DAVID DAVID L Parcel 33193051, 2 it ii it_003(:) 331, 93051200000010 33193051200 ) 0 04t ) 33193051200000050 3319305. 120000 1 fat? 331. 9305110l )U )0 i 7 u 331930512 ili0 ii 08( ) 3319305 i 20UUl IUU9 0 3319305. 10)O )t )0 1.00 3319305 12i it a iU0I I (i 33193051 20t )Ut:)01. 21) 331930512 ii il:)O i 10.) 33193051200 ) t )0141 331. 930512t:U 1 u lso 331930512. OU ii i0160 331930512000OU 17 0 3319305120 i0 1 ).180 33193051. 20 iu 1:1.`i(-) Replace > Count: t: PICURRENT r7a REAL ESTATE rIA.3'CER ADDRESS INQUIRY LIST Date 02/24/9:, PAD Property Address r, 1' C) c 1 Owner FEINBERG DAVID Parcel 3;: 3193051;' 1)1)uiil) UIt ) 1 PAMALA OAFS. S1 FEINBERG DAVID 3;:319305121:)iil.)t.tJ21i MALA AMALA PAOAKSS1 FEINBERG DAVID 331`731:>51_'t:)t)il)t_)2r?1) 3 PAMALA OAKS 31 FEINBERG DAVID 33193i:)Ei:l.'1_)Ulitjli23t:) 4 PAMALA OAKS i1 FEINBERG DAVID 3315:a31:)'1?t)t)li0t)2'4t? 5 PAMALA c- OAKS S1FEINBERG DAVID 3;31y;3i:)51.;r.?cit)I lit)??;t:) 6 PAMALA A OAKScal FEINBERG DAVID 3..315',31,)51i'1_)l)1")1_)1)?f.',1_) 7 7 PAMALA11Ak•.; S1 FEINBERG DAVID 3:31`'305121)1)1_)1_)t_2b) PAMALA OAKS M: um"MAW F )urward ( D )etail Count: *0 M )AIN MENU or CEi:XI:T1 Repl +c:: e :- ROUTING MEMO 34"-, tR'S JFFICE M fit' J MAYOR con' CITY CLERK REC./PARKS DIR. CITY MANAGER SECRETARY POLICE CHIEF FINANCE DIRECTOR FIRE CHIEF PERSONNEL DIRECTOR COM. DEVELOP. DIR. PLANNING/DEVELOP. DIR. CIVIL ENGINEER PUBLIC WORKS DIRECTOR CBUILDINGOFFICIAL UTILITY DIRECTOR CITY ATTORNEY ACTION: 4. Please Call Me 8. Note and Return 12. Re Our Conversation 1. Your Information 5. Please Handle 9. Signature 13. Your Comments or 2. Approval 6. As Requested 10. OK "As Is" Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On REGARDING: ( Attached 411- W a PLEASE RESPOND NO LATER THAN: FROM DATE 4-13-95 ;11:16AM ;LAW OFFICES ORLANDO -CITY OF SANFORD 1119C1irl 60 APR 18491 N CITY OF SAFACODRA April 13, 1995 Mr. William Simmons City Manager City of Sanford P.O. Box 1788 Sanford, FL 32772 Dear Mr. Simmons: 0 As 1 our conversation today, the entrance wail permit number 95-1226 for Pamala Oaks will be started no later than April 28, 1995 and completed by May 28, 1995. Please issue the permits for Maronda Homes to start two sales models immediately. Your courtesy and consideration in this matter is greatly appreciated. Sincerely, c Dave."`#1 Feinberg b=bM*UWMMU1 0 Department of Community Affairs SN: 5141 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A CENTRAL a PROJECT NAME: ASCOT L. N (BUILDER: MARONDA HOACLIMATEANDADDRESS: - E`A Qfj I PERMITTING efly 40 ( OFFICE: An/AvieCZONE: 41_1 5 _1 61_i OWNER: .7,2773 1 PERMIT NO. I JURISDICTION NO. YI Afd» CI a- Cx 1. New construction or addition 1. New Construction, 2. Single family detached or Multifamily attached 2. Single -Family 3. If Multifamily -No. of units 3. 4. If Multifamily, is this a worst case (yes/no) 4. ____ Conditioned floor area (sq.ft. ) 5. 1324.00 6. Predominant eave overhang (ft. ) 6. 1.00 ____ 7. Porch overhang length (ft.) 7. 0.00 ____ 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a.192.Osgft 0.00sgft b. Tint, film or solar screen 8b. 0.Osgft 0.00sg1t ____ 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a. R= 0.00 , 170,00 ft cr- 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= 3.00, 958.00sgft____ a. Adjacent: 2. Wood frame (Insulation+R-value) 10a-2 R=11.00, 298.00sgft____ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) Ile.R=19.00 , 1393.00sgft____ 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C ____ EER : 10.00 14.Heating System: 14. Type: Heat Pump ____ HSPF : 6.80 15.Hot water system: 15. Type: Electric ____ EF. 0.89 16.Hot Water Credits: (HR-Heat Recovery, 16. ____ DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 ____ 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, 18. ____ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.83 ---- a. Total An Built points 19a. 27231.39 ____ b. Total Base points 19b. 28415.08 ____ I Hereby certify that the plans and 1 Review of the plans and specificatio,in specifications covered by this calcu- I covered by this calculation indicates lation are in compliance with the I compliance with the Florida Energy Florida Energy C I Code. Before construction is completed I this building will be inspected for PREPARED BY: _ - _ _________ I compliance in accordance with Section DATE: "_2_'j=CE-'---------------- I 553.908 F. S. I I hereby certify at this building is I in compliance wit th' a Energy I Code. i I OWNER/AGENT: _ _ I BUILDING OFF IA :'?1`...? DATE: ---2- )L- -- ------ --------- I DATE : ------ IA :------------------ w•••.•• N Y N RN Y R R R R Y Y Y R N N N JI N R N N N R N N R R R M N R N R R N R N R N N N N R N N N R N R N N R R R N Y R R N N N M It A. w SUMMER CALCULATIONS w} rt rt} R R R} R R R} R M N R} R R}} R R N R R} rt N R}}}}}} N rt N R R} rt R R R N}} R N rt N N} R N}}}} N R 4} N R N}}}}}}} rt w BASE _-- I =_= AS -BUILT =a= GLASS---- ------------ i ORIEN AREA x BSPM POINTS 1 TYPE SC ORIEN AREA x SPM x SOF POINTS N 38.00 82.2 3123.6 1 SGL CLR N 19.0 51.0 94 915.7 1 SGL CLR N 19.0 51.0 95 925.4 E 32.00 82.2 2630.4 1 SGL CLR E 16.0 109.2 92 1607. 1 SGL CLR E 16.0 109.2 92 1607.4 S 92.50 82.2 7603.5 1 SGL CLR S 11.0 '100.2 91 1003.0 1 SGL CLR S 2.5 100.2 70 176.2 I SGL CLR S 40.0 100.2 95 3797.6 1 SGL CLR S 11.0 100.2 94 1036.1 1 SGL CLR S 2.5 100.2 90 226.3 1 SGL CLR S 13.0 100.2 92 1195.1 I SGL CLR S 3.5 100.2 85 297.3 I SGL CLR S 9.0 100.2 88 792.6 W 29.50 82.2 2424.9 1 SGL CLR W 13.0 109.2 93 131N.1 I SGL CLR W 13.0 109.2 93 1313.1 1 SGL CLR W 3.5 109.2 68 261.3 15+x COND. FLOOR / TOTAL GLASS a ADJ. x GLASS ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS 15 1,324.00 192.00 1.034 15, 782. 40 16, 324. 92 I 16, 467. 65 raaraaanrawAaNrwwaaaaaaaiasaaNea+seas:aaaaaaaaaaaa:asaaaaaaaaanzasasasaaaaaaaaasaa NON GLASS------------ 1 AREA x BSPM a POINTS 1 TYPE R-VALUE AREA x SPM a POINTS WALLS---------------- I Ext 958.0 1.0 958.0 1 Ext NormWtBlock In 3.0 958.0 1.40 1341.2 Ad j 298.0 .7 208.6 1 Ad j Wood Frame I 11.0 298.0 70 208.6 DOORS---------------- I Ext 20.0 4.8 96.0 1 Ext Insulated 20.0 4.80 96.0 Ad j 17.0 1.6 27.2 1 Ad j Wood i 17.0 2.40 40.8 CEILINGS------------- i UA 1324.0 .6 794.4 1 Under Attic 19.0 343.0 1.10 377.3 1 Under Attic 19.0 1050.0 1.10 1155.0 FLOORS--------------- I Slb 170.0 -31.8-5406.0 1 Slab -on -Grade I 0 170.0 31.90 5423.0 INFILTRATION--------- I 1324.0 10.9 14431.6 1 Practice #2 1324.0 10.90 14431.6 aa:aaaasaaaaasaaaasaaaaasaaaaaz=saazaaz=aasaaaaaass aa=cx=aaaaa==aza ac aaas=s TOTAL SUMMER POINTS 1 27, 434. 72 1 28, 695. 15 aasaaaaa:aazaaa:azazaaaaa:saasaa=seas=ssaaaaszacaaaasssaasazaaaaazsasaam<zsaasaaas TOTAL x SYSTEM COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT a COOLING SUM PTS MOLT POINTS I COMPON RATIO MULT MULT MULT POINTS 27, 434. 72 .37 10, 150. 85 1 28, 695. 15 1.00 1.100 340 1.000 10, 731. 99 s.taasaaaaaaazaaacaasaasaaazasasoassaz=zassasassaa=axssssa==assess=sssassaasoaass R w R w w w r w w w r w w w wow* 0 w N w M w w w w w w woo*** w R N *woo** N we.** w w w w w•• N w w N R w R WINTER CALCULATIONS wrrN wwNNNNNNNNr rr wNNNr NNNrr wR rwRwNANtIFNwwii NIMN/FNwRMNNi1•M1 A1wAwNrtiFLLr .. BASE =_= I AS -BUILT sa asasaa sxaa==oaaxx==asxx===a3xx==a=x==sxaaa=a=3sassasssa==sxs==3aa=s3am===== GLASS---------------- 1 ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF POINTS N 38.00 -3.4 -129.2 1 SGL CLR N 19.0 9.6 1.03 187.4 1 SGL CLR N 19.0 9.6 1.02 186.5 E 32.00 -3.4 -108. 8 1 SGL CLR E 16.0 -2.2 57 20. I SGL CLR E 16.0 -2.2 57 20.1 S 92.50 -3.4 -314. 5 1 SGL CLR S 11.0 -10.9 95 113. 13 1 SGL CLR S 2.5 -10.9 74 20.3 I SGL CLR S 40.0 -10.9 97 423.3 1 SGL CLR S 11.0 -10.9 97 115.9 1 SGL CLR S 2.5 -10.9 94 25.8 1 SGL CLR S 13.0 -10.9 95 135.2 1 SGL CLR S 3.5 -10.9 90 34.3 1 SGL CLR S 9.0 -10.9 93 90. 9 W 29.50 -3.4 -100.3 1 SGL CLR W 13.0 -2.2 59 11":0 I SGL CLR W 13.0 -2.2 59 17.0 1 SGL CLR - W 3.5 -2.2 76 5.8 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS a ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS 15 1,324.00 192.00 1.034 652. 80 -675. 24 1 653. 65 saammmrrmmmsawm mramsmmss::amm=xaammsm=maam=mmmmarmaamammmmmmamaamam3==a3matsxaa NON GLASS------------ i AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM POI,NTS WALLS---------------- I Ext 958.0 1.1 1053.6 1 Ext NormWtBlock In 3.0 958.0 3.80 3640.4 Ad j 298.0 1.8 536.4 1 Ad j Wood Frame I 11.0 298.0 1.80 536.4 DOORS________________ I Ext 20.0 5.1 102.0 1 Ext Insulated 20.0 5.10 102.0 Ad j 17.0 4.0 68.0 1 Ad j Wood 17.0 5.90 100.3 CEILINGS------------- I UA 1324.0 .6 794.4 1 Under Attic 19.0 343.0 1.00 343.0 1 I Under Attic 19.0 1050.0 1.00 1050.0 FLOORS--------------- I Slb 170.0 -1.9 -323.0 1 Slab -on -Grade 0 170.0 2.50 425.0 INFILTRATION--------- I 1324.0 4.1 5428.4 1 Practice #t2 1324.0 4.10 5428.4 TOTAL WINTER POINTS I 6,984.76 1 10, 971. 65 aaamsmmssrtaaasammmsx=xaaaamasxaaa=xsa=s=xsoa3mmsmaaamxaamaammaassxasammaassmxaac TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 6, 984. 76 1.10 7,683.24 1 10, 971. 65 1.00 1.100 .500 1.000 6,034.4.1 aaa.essmmmmssmmmsasmamammm:aataaa==xxxaxs3=nxamaaamamaxass3a==a=azasxa...a= assxasx w r r r r w r r r w w R R w w w! w w w r R r R r w r r r r r r r w w w r w r r w r w r R w w w w w w w w w w w r w Y M k r w r w r r r r r w r r r++ WATER HEATING R R f f f f f R r R r f R R f f R f R f R r r w R r f R w r w w r w r r w r r r w R R r w f R r r M r r f r R R M R R R r w w r R f f r r r w R t w w. BASE _== I =_= AS -BUILT asa:aasea:ssao_=sassaes-sac=ss_aa_aaa-s_ssxssxxs--_aaasssa--s_ssss--a_-sss__..: NUM OF x MULT TOTAL 1 TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT 3 3527.0 10, 581. 00 1 40 .89 1.000 3488.3 1.00 10, 465. 00 r R r r f R f f R f f r R R r f r R R R M M r R M f R R R r f R R r r R R r R R r r R R R f R R r R R r f R R M 1 R R R R R f f R R R R f R r f R f r R w t w SUMMARY w R R R R R R 1 R R R R R» 1 R R R R f f r R f R R R f R R R R R R R R R w R R R R R R R R R R R R R R R R R R R R R 1h R R R r R R iP R R R R f R R R R r r r BASE __= I =_= AS -BUILT aaas:aaeaa:assesses=a assssa--sssscssseasscsssaaaaesacsesaeaaas-sassaaaac-csxsc COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS ' POINTS + POINTS = POINTS I POINTS * POINTS * POINTS = POINTS 10150. 8 7683. 2 10581.0 28, 415. 08 1 10732.0 6034. 4 10465.0 27, 231. 39 ssasasaasssesessasaaassacaaeeasascccassx=ssaaaaasassssssaasacccaaaaaasaasssas r r R R f r f R R M R R R f R R R EPI 95.83 » rRRRRf rRf RRRMMfrrf ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 95.8 DCA Form 600A-93 ur Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 I-------------------------------------- X--1 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 Clear IX -------------------- I INSULATION .................. R-10 R-30 Ceiling R-Value......... 19.0 1--------- X----------- 1' R-0 I R-7 Wall R-Value......... 4.9 I ------------ X-------I R-0 R-19 Floor R-Value......... 0.0 IX------------------- I AIR CONDITIONER ............. SEER/EER.................. 10.3 HEATING SYSTEM .............. Electric COP/HSPF........ 6.8 Gas AFUE............ 0.00 WATER HEATER................. Electric EF.............. 0.89 Gas EF.............. 0.00 Solar EF.............. OTHERFEATURES .............. 10.0 SEER 17.0 IX-------------------- 1 9.7 EER 16.0 6.8 HSPF 12.0 Ix-------------------- 1 0.78 AFUE 0.90 1--------------------- I 0.88 0.96 1--X------------------ 1 0.54 0.90 1--------------------- 1 0.40 0.80 I--------------------1 I certify that these energy saving features required for the Florida Energy Code ?hv* been inAtalled in this hou3MAL& &Ak4L ' Builder Address • Ao% R_-Signature : __ Date iogn- - ---------- ---- - --_ City/ Zip_ 3Z7z*3 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Maro nda Systems 4005 Moron" Vsy, Sanford fl 32771 Made' A COT Lot Orww Name 9skwkr cvvw Numb. Dale Slsrfird: Inyitiall7 a- 10 -- — 02-03-9"' 60601903.15 DETAILED DEPORT FOR ENTIRE HOUSE Prepared For: Prepared By: MARONDA HOMES G. F. 4005 MARONDA WAY MARONDA SYSTEMS SANFORD FL 32771 Job Name: ASCOT BLOCK EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ. TOTAL AREA 32: 29: 92: 38: 0: 0: 0: 191: COOLING 749: 911: 5,189: 2,143: 0: 0: 0: 8,991: HEATING 976: 885: 2,806: 1,159: 0: 0: 0: 5,826: BELOW WALLS NORTH, SOUTH FAST WESTNE/NW SE/SW GRADE TOTAL AREA 728: 243. 193: 107: 0: 0: 0: 1,271: COOLING 2,150: 745: 634: 352: 0: 0: 0: 3,880: HEATING 4,463: 1,565: 1,362: 755: 0: 0: 0: 8,145: DOORS NORTH SOUTH BAST WEST NE/NW SE/SW TOTAL AREA 17: 0: 0: 20; 0: 0: 37: COOLING 237, 0: 0: 90: 0: 0: 326: HEATING 351: 0: 0: 133: 0: 0: 484: FLOOR AREA COOLING HEATING 1324 0 : 4,848 CEILING AREA COOLING HEATING 1392 2,959 : 2,354 People Sensible Load Lights & Appl. Load Ventilation Load Duct Heat Gain Infiltration Load Sensible Safety Btuh TOTAL SENSIBLE LOAD Summer ACH MISCELLANEOUS COOLING LOADS 1, 350 Latent Load 1, 250 Latent Safety Btuh 2, 200 3, 059 60 0 24, 905 TOTAL LATENT LOAD 0. 14 Temp. Swing Mult. Total, Cooling Lc-yd 32,377 BTUH Or 2.70 Tons *** Infiltration Load Duct Heat Loss Winter ACH MISCELLANEOUS HEATING LOADS 3, 010 Ventilation Load 2, 566 Safety Btuh 0. 25 7, 472 0 7, 472 1. 00 3, 850 0 It *** Total Heating Load 31,082 BTUH *** t a aronda Systems 4RONDA SYSTEMS 4005 Maronda Way Sanford, FL 32771 407) 321.0064 Fax (407) 321.3f JOB #: ?-& ADDRESS: MODEL AND OPTION CODE: A5cor E " 3 WRm io* b. L . C.4SCE IO REQUESTING OFFICE: (fDp-C. kj SUBDIVISION: I.c ADDITIONAL ITEMS TO SHIP/ ADDITIONAL INSTRUCTIONS JHA-213 SPECIAL HANGERS SEAT PLATES 71 6, E MODEL _g- ## ,L. ELEVATION E OF BEDROOMS _ # OF BATHS OPTIONS: VERSAILES BATH UTILITY ROOM SIDE LOAD GARAGE ADD ON ADD YES YES YES YES FEET NO NO NO TO VAULTS: LIVING ROOM YES N0- UA DINING ROOM YES NO- NA FAMILY ROOM YES NO - KITCHEN YE NO BREAKFAST ROOM YES NO- NA GREAT ROOM E NO i MASTER BEDROOM kXZJ NO MASTER BATH YES FOYER Q NO PATIO YES NO - q I ADDITIONAL CHANGES OR INSTRUCTIONS: r= G7 C7 07 1 0 o 0 o n n n D Q7 C 0 7 C 0p O O 0 0 O 0 O m I ru- r c m mm r PLA IT Sl IELF r C 3 m c m r m co JOB NUMBER, ASCE DRAWN BY : d DATE: 2-9-94 CUSTOMER, PITCH: 6/ 12 OR 12" JOB NAME: ASCOT "E" 3BDRM BLOCK BEARING: 8" LOAD: 47# ASCOT "F" 3BDRM BLOCK, - TRUSS LAYOUT 1 4N o OD m3 nm mD o 0 n O N Z m0 zo 0-n 0 c DEC-30-1994 08:40 MARONDA-SRPFURD 407 321 3913 P.02 STANDARD GABLE END WIND SPEED It$ tVK MEAN ROOF HEIGHT OF 20 FT. x DIAGONAL OR L-BRACING REFER TO TABLE BELOW 4X4 DETAIL FtUSSES AT 24. O.C. 1/2' PLYWOOD SHEATHING- x4 TYP. 12 i —zz::Z] VARIES TO COryON TRUSS A II A 3X5 rr r rI r r/ r I r CONT. BEARINC. 3Xo S. OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2X4 L-BRACE NAILED TO 2x4 VERTICALS W/8d NAILS, S' O.r.., VERTICAL STUD . SECTION A -A. 11-7 MAX. 2X4 LATERAL BRACING AS R'cOUIR=-O- 5ND WALL— \ FURRING S T z F OR LATH LATERAL BRACING NAII.NG SCHEDULE. VERT. I-IGNT. ( NAIL AT 0 END UP TO 7•-r 2 - 15d 7 -0' - B'S' 3 - 16d OVER T-6• 4 - 16d MAXIMUM VERTICAL STUDS HEIGHT, SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WIT'-+ L-BRACE 12 INCH 0 C I 5-+_e 72-,e-a 9-1@-e 18 INCH O.C. 4-10-0 I Ir2-0 II I 1}6-0 24 INCH O.C. NOTE: 3;:URNISH Cory OF THIS DRAWING TO CONTRACTOR LVERT. HAO BEEN Ct•ECKED FOR Ile MPH WIND LOAD, 20 FT. AND L/240 DEFL CRIT. FOR BRACING INSTALLATION. MEAN ROOF HEIGHT OF 2CCNNECTTON &tWcSN BOTTOM CHORD OF CABLE END 4.DRACING SHOWN 15 FOR INDMDUAL TRUSS ONLY. CONSULT BLDG. ARD- TECT OFt ENGINEER FOR TRUSS AM WALL TO BE PROVIDED BY PROJECT ENCIG-24 TEWORARy AND PERMAeNT ..RACING OF ROOF SYSI OR ARCHITECT. KNIMUM GRADE OF LUMBER T.C. 2X4 MIND 19 Sr TPI-92 Crit. No,2ND l9 SPB.C. 2X4 SSBC-91 Webs 2X4 No3 19 SP o e* ZNo r_ 33 % tPSFTO • •STR. INCR. - DRAWN By JB 15' St+tTEr TOP -" so CHECKED BY : JAI pOTTOM 0 10' MiTek IndstriQs Inc. Inc. APPro .' t,`. SPACItr Inch O C• REP, STRESS Y -Z xED TOTAL P.02 DEC 30 194 8:34 407 32: 3913 PAGE.002 LUg. N+ k. E s'ersion 6.1»»=—.NO0 1 4] c<C i;>"L-T Customer : Mon,Feb 28 14::46 1994 Pro ect .4: A C IO Truss IDgg Fam.ly # 0Snag : 25-1 Ouantity : Top Pitch ./12 REACTIONS — :Izz 1+-1293 .00 7-1431s 1.00 I= O!'PSET1 (ImL=T,Yw"P):(510.4,2), 3; 4-7-11 6-9-13 12-19 16-11-3 21-0- 4-7-11 4-1-3 4-1-3 4-1-3 4-1-3 4x6 4 4-7-1.1 11 18 9 8 3x4 Sx8 3x4 6--8-4 12-18 18-11-12 22-11 25-8 6-8-4 A6-1-12 a6-1-12 13-11-4 -9 No. 451, 11r T MAR 0 1 19% C6 7 L. HL TO PX 14-4-3 R. HL TO PR :14-4-3 LEFT HEIGHT 6-4-3 SPAN:25-8 RISE:6-9-3 RIGHT HEIGHT:"-3 LOADING MAX STRESSESMINIMUMOF L2 1jRSPOPICMGRADE L( PSF1 4Q6 TOP 30 7 BOTT 8-9-0.837 BOT CHORD:22*4 No:lD 19 SP BOTT 0 10 DEFL.@8-0.17 < L/360 WEBS :2* No.3 19 SP STR.INC.; LUMB - 1.33 PLATE - 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 1 L0A ZIN t SNmA#S zoom PAN1L(rsr) / aoixrs(LSS) z Be= P:A= Trr& 1 1.33 1.32 VSZPOT.N 1- 7. 74 7- 3- 20 c0N'cSbrAU D M 260 PLATES ARE KM= M20-259,21S XWWACTMMD PROJI ASTN A 444 GRD A OALVANIEED 2M=(ZX=PT AS BMW) DLM lRJI"! HE =1'== ap xwz PACE ter jow, SYNNETRICA=(EECEPT AS SUM)DESIGN COVOUS W= 09 OU14N SPUS, 551C,1D6-31 THIS DESIGN IS FM =336 PAMICATION 0=Y.POR PBANAN=T AND TEMPORARY W=ING(VZZCs IS ALIIPATS 7MQD)CONSV= STAG ARCRrX T CR M=N]=. TRUSS HAS BEEN CHECKED FOR AP P... MPH WIND LOAD. NOTE: TRUSS HAS BEEN CHECKED FOR 100 MPH PROVIDE ANCHORAGE CAPABLE OF CARRYING .. ... WIND LOAD, 6'-0' WALL HEIGHT, ENCLOSED BS, UPLIFT FORCE AT JOINT..!..... AND ...b7 J ... BLDG. TYPE AND 10 PSF TOTAL DEAD LOAD. IUBS, UPLIFT FORCE AT JOINT. ^7.... (IBC) FEB 28 194 15:16 407 321 3913 PAGE.006 FROAWA '.E Eversion 6.1»»- == N O i(I794] - ;<C4 Cus Omer 0 Mon FebbM2RN: 9:03 1994 roect k: ASCE10 Truss ID : A Family # ]0 to 30-0 Quantity : 1 Top Pitch : 12 ror cam sor"m cao" vzm "ACTIon - BIZZ 1-2.-2079 7-On-146 2-12: 74 1+-1296 4.00 2-3--1727 0-3"46 2-11-351 be-2431 0.00 3-4--1114 9-10- 927 3-Ila 350 4-3ir-1114 10-210 2306 3-10.-593 5-5--593 11-12- 2623 4-10- she 6-7- 949 12-10 1a23 S-low 102 5-9--933 6-9- 1732 6-9-4276 PIA= 0728M (X=LZFx,T-TOP)=(j3.3.3).cjS-3,33.(i20-4,22. 1-p 4-8 1 4-8 113-2-3 , 15-8 , 19-9-1 5-6-3 4-9-13 4-9-13 r Ic Nb. 45161 :} cY 25-4 r 5-6-3 4-8 MAR 01 1994 4x6 x3TYP 4 x6 r 12 11 18 9 8 2x4 3x4 5x8 3x4 3x4 4-8 7-9-4 15-8 22-2-12 5-4 30-0 4-8 -1-4 7-2-12 7-2-12 3-1-4 4-8 L . HL TO PX :16—'9-4 3R. HL TO PX :16-9-4 LEFT HEIGHT:"-3 SPAN:38-8 RISE:7-18-3 RIGHT HEIGHT:8-4-3 rsaom 4mm+sst=at=soamtamm.sa ac=assss=sss---=s:xr-- LOADING (PS F) MAX STRESSES sss s•sass. s+ess cuosc. -: c c.a. as =s MINIMUM GRADE OF LF R CHORD_: *4 No. 22 yy SPLDTOP7-0.619 TOP TOP30 DEFFI,.ell- WEBSCHO 2*4 No 9 SP10076<4L/360 STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING 24.0 in. o. c. v REPETITIVE STRESSES NOT USED NO. OF MEMBERS s 1 LOADING TT?= SAL$ IOAI = PAML(PIP) / JCMS(LW) Xoo t PIA= TYPE 3 1.33 2.37 UNZY*Rm 1- 4- 74 4- 78 104 7-100 40 10- 10 20 rLhm aas jam M20-250,216 KAMFACTM p Von "= a W GM a G"VMZsm iTils(Z=WT as xmm) FZA= ms u 33ssausp ON EAiCR ram or zonal 5mv= I cA"T(mKmT as SWW)Dnsiat commm W=x Nos D== spats, sssc,%a:-93 MTV Datum IS FOR Tmm FAMIamom ONL1t.Foa riR umpT am TYN901 = WAcDm("z= is RTAWS RZW)CONSOT$ 3= ARGOT OR ZmamR" a. TRUSS HAS BEEN CHECKED FOR 1lPE HIND LOAD. NOTE: TRUSS HAS BEEN CHECKED FOR 100 MPH PROVIDE ANCHORAGE CAPABLE OF CARRYING •..• WIND LOAD, 8"-0" WALL HEIGHT, ENCLOSED TUBS, DPLIFT FORCE AT JOINT_! ..... AND .1530..... BLDG. TYPE AND 10 PSF TOTAL DEAD LOAD. LES. DPLIFT FORCE AT J01NT.,C9:',... (SBC) FEB 28 '94 15:14 407 321 3913 PAGE.002 FR01ANI A.O?S ON) R' 94 15:13 / d 176 7 P Version 6.1>>>>-- OOUCr ]_- Customer 1 0 Mon P'eb 28 14 4 :32 1994 Project•#: oCE10 Truss ID : B Farm ik 2 pp ii Quantity : 2 To Pitch : j./1 Scat cut : 2-8 So pitch : ./1 FORCES - CRATM WADS 7-.-1130 RUC=W s - SZZR I=-1211 9.001-20-3237 2-11e-302 F2-3.-206Q 3-41-177J 1-9s-4a2 9-30+ 2420 3-11. 441 3-20-755 F1 CJ/ a.-17i6 8.00 •• ! yjf <^ ;e ° 4-5s-177s 10-11. 2377 h10r 2227 5-6W68 11-1m 2921 5-10: 219 6-7. 329J 5-9--1025 r+ ° t69- 1330 - Tf ['F '.:' 6-9C-1944 na ilb PROMO: FOR 429 ZAS VPLIFT AT JOINT 1 PPAV= FOR 963 LDS VPLIFT AT JoXmT ! = FAOVIDL FOR 109 LDs NORIZ. XZ%=0v AT JOINT 3 PLAT2 oFzszns(7G-T+EPi',2'w=)Vti3a3,33#tj5a3*37.ti1a4,2], 178 5-3-18 18-1-13 15-6 1 19-18-3 24-8-6 30-0 1-8 5-3-10 4-19-3 4-18-3 4-18-3 4-16-3 5-3-19 MAR 41 1994 4x6 4 5x6 5x6 3 5 2x4 3x4 2 6 4x6 1 10 •- rr 11 5x8 j --14 3x4 .2x 3T(P • 3 / 3x4 r 3x d 3x4 F 14-3 4-11 7-8-11 15-0 22-3-5 5-4 38-8 7-8-11 7-3-5 67-3-5 -8-11 4-8 3xffi 7 L. HL TO PX:16-9-4 INTERNAL RISE:3-7 R. HL TO FX :16-9-4 LEFT HEIGHT 0-4-3 SPAN:30-0 RISE:7--10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER D 30 TOP 1- -0.660 TOP CHORD:2*4 No. SP TOP Nog1910DEFL.@11-0.203< L/360 WEBSC$0 2*4 SP 1.33 PLATE - 1.33 SSES USED SPACING : 24.0 in o. c. NO. OF MEMBERS - ftOV= 2-4 COtiIt MUS BRACING AT DO I'oM CDORD NOT ZXCIEDIMG 4- O.C. OVNR DROPPED DOTTOM cam Alum MSSRB C;C=xi IS NOT APPLZED. Z=5 a" am CmSCN 11 11 FOR 300 M.P.N. MIND LOAD, MALL BRIGnT 9 7T, 3"aw ED DO=nm TVZ' ASSOMZNG 10 PEP TOtAL DYAD LOAD (3DC). PLATBS AU MISi1C U20-254r236 !'AMOFACTORLD PROM AST!! A 446 aw A WLVAwl= sm=(F.7 =pT AS &ww) PLATS MOST = ZNSTUM OR ZNZ 22tCE OF JOINT, 3ZIQO:TRICALLT(ZZCzPT AS 3NOIRtpmGN OOIQORn MITz NDi DEsZGN sr=, 332c'm-91 Tm DiiMGN 23 FOR T=33 FABRICATION om POR F8RMa1nm AND WWORM DRACSNG(VzlCz TS AUWS rjw)COR5= DLOG Ax= nCt OR 2JI6IN m. FEB 28 '94 15:15 407 321 3.913 PAGE.003 F 0 < N 0 ersion 6.1»»a--=- ! N ' " ' oq j . w«< i i47 Cu's omar 0 Mon,FFeb 26 14:3 :20 1994 Proect,4: AccCEg10 Truss ID : C Famil # : 20 Spa : 3Q-0 Quantity : 6 Top P tck : Seat cut : 0-8 So p tc 1-2s-6225 7-0= 3623 2-I0=-260 14e-2473 0.00 2-3--36Da 6-9- 33a6 3-200 309 7--1t73 4.00 3-a--2D62 9-10 3346 3-9w720 4-3 -2662 30-2m 3822 6-9= 2201 ; 3-6--3D 6 5-9•-720 T T F, ;fU 6-7-i22S 3-0= 389 •' '` 6-8--260 `r m^c C N PROVIDE POR 324 L!s DPLIPT AT JOINT 1 3FXOV=X SOR S34 US 07:..I>11' A3 JOVT 7 AAOVIOR FOR 229 LDS Boris. RBACTIoM AT JOINTS I PLLTS MOM (UmMEXTr'X*M)st$3-3,31r(jS-3,31r(j1-6r22. 5-3-110 18-1-13 , IS-9 ---1 5-3-18 4-18-3 4-18-3 4-18-3 4-10-3 5-3-18 MAR 01 IM 4x6 a 5x6 5x6 3 5 2x4 2x4 2 6 4x6 4x6 5x8 8 3x4 2x , 4 2:11_P1.ANT•tF 3x4 3x4 I Y 14-3 r 8-11 15-8 22-3-5 , 38-8 , 8-11 ?-3-5 7-3-5 7-8-11 L. HL TO FX:16-9-4 INTERNAL RISE:3--7 R. HL TO PK :16-9-4 LEFT HEIGHT:8-4-3 SPAN:38-8 RISE:7-18-3 RIGHT HEIGHT:8-4-3 w LOADING PS F1 STFSSESgg MINIMUM G *E4rof OFF,oL gRsp TOP A 7 BOTT 7- =0.893 HOT CBORRDD:2*4 No.2- gg SP19BOTT010DEFL.@9-0.41 < L/360 WEBS :2*4 No.3 Sp s ae ecaat--—c•••---_ c-tsss aa at ss sssas+ssaa..:.: :s satsssssss—s s STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING 1 24.0 in. REPETITIVE STRESSES USED NO. OF MEMBERS 1 o. c. OIOSUC9 PMOMN TOR 0.46 IN. NORIZONIn OXWL OMNT AT ONI D06UM PROW= 2*4 coNTZDium DAAc1'NG AT am%* cam NOT E7==Dna a, o.c. OVSR DitoPPDD DoTTOM cooRD xy2w wzzNz car== IB NOT ATPLm. CROSS BAS >MOII( cM== POOL 100 X.P.N. WIND WAD, WA= DEXCUT B TT, )INCLOSED BUILDING TYOX, AO3 MUNG 10 PST TOZRL WAD 2AAD (SK). PTA=5 ANN XrMM M20-255,216 MOWIA'ACTW= FROM ASTM A 446 GRD A GALVAM M ff=lM(EXCSPT As SNOWN) PLA= NOW n iN="u ON BACR FACE OF 0021(T, 3YNM'Z'RIcx=(RxcvT As sBoNN)DOsIGM CO301O1 M W= mOs =tx4 M 0:3'IOCir s88c,TPI-91 7m 02sta Is FOR TO TAwaCAYIOlt Olmx.POR Pzkmhp= AND ZWORAkY BRA WQ($MXCl IS AWAYS XXW)CW3U= WXG AOtc ZWT OR UGD13 L FEB 28 '94 15:15 407 321 3913 PAGE.004 20A%'. H W'Version Customer : 0 Project 4: CE10 Span 323-0 Truss ID D Quantity : 8 Seat cut 0-8 ssrc sc —...—.^:--sr•---- x aasssssasssssac. YOU= - GRRVITY LORD& PJLK IONS - SIZZ 1-2. 422$ 7-9w 3421 2-10s 260 1.-1473 0.00 2-3--39i4 1-9r 3346 3-10. 389 702473 8.00 3-4.v-3Y63 9-10e 3346 3-9s-720 4-S.-2962 30-1v 3921 4-9 2202 5-6-3954 5-9. 720 6-7e-4228 5-0: 3a9 6--260 PRVV DZ 7M $34 US (TPL= AT 003Y1r 1 FRW=l FOR 534 LW UM" AT JOINT 7 PROVIDE FOR 226 IDS ZORIZ. UNCTION AT JOINT I FLWZ O3'F M(X-tMM,T-=)+I73o3,2)#EIS-3r37r[j9-4r2)t 1-8 5-3-18 10--1-13 15-8 19-16-3 24-8-6 30-8 1-0 5-3-18 4-18-3 4-18-3 4-12-3 4-16-3 5-3-18 tcZB 112 3: hh s 1122 tch : ./ 12 4x6 4x6 4 994 MAR 01 1994 7- 8-11 15-6 22-3-5 38-10 1 7- 8-11 7-3-5 - 7-3-5 ?-8-11 il L. HL 10 PX:16-9-4 INTERNAL RISE:3-7 R. HL TO PX :16-" LEFT HEIGHT:8-4-3 SPAN:38-H RISE:7-18-3 RIGHT HEIGHT:0-4-3 mmmmeammmmmmm LOADING ( PS F MAX STRESSES gg gg MINIMUM GRAD OF L R TOP 3pLp TOP 7- 0.893 TOP CHORD:222*gg 1; "9 SP BOTT 0 10 DEFL.@9=0.41 < L/360 WEBSCH0:2*4 No.3 19 SP i7FitiRii4K =. i..a4.+.._ STR. INC.t LUMB * 1.33 PLATE = 1.33 SPACING 24.0 in. o. c.. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 9 PROVIDE FOR 0.46 IN. EOQIZOS?= DIS ACEMENT AT OW DMING TR11S5 W SM G1#ICJGOp TOR 100 X.F.R. KIND LUD. W= HEIGHT 0 F4. ZNCZOM WIM M0 T:BZ, ASSVMG 10 M TOTRL DZRD ZOAD (SEC). PZAM ARE l rMM W20-23S 216 W"ACTUM FRO!! AM A 444 OD A "ZVANIZW 52ZS.(Z3I M AS SNOW) PZA= MOW ZZ >3i5?R" Oat ZACZ FACE OF JOINS, SYMMZ=CkLLY(L''XCVT AS SEONN)USIGN CONFORMS WITH M DZSION SPSCSr Z3bC,7PI-31 T218 DUZON XX FOR TRVW FAZRICR=CM ONLY.FOR PXRXANWT AND ZWORARY ZRACING(REICE IS ALMM RZOD)CONSNLT ZWG Nt=== OR ZNGZMR- FE9 28 194 15:16 407 321 3913 PAGE.005 FROM MIRON O1+ S A. . version Customer : 0 3ro ject •# : lQCF0 SUN cut : -8 6. ( ONo A A 29431 r(=S - GpAvx2T LOADS 3-3•4773 5-60 3061 2-t- 96 2-3 2403 6-7. 3070 2-7s-025 3-6--2i09 7-9. 3010 3-7. 1906 a-5--3]7] 9-1- 3062 4-7.-825 4-" 86 PROvnm )/OR 462 XW LNLIi`1 AT JO=T 1 PFdV2Aa TOR 462 Z,ts 1 p=n AT JOINT 5 PmM'JV= TOR lot &" 90rx2. Rxk=ZON AS Join 1 PZATZ Ofl &= (X-Z=lT#T.=V)jIj7r4.2), 6-7-11 12-16 19-e-5 25-9 ,s-e 6-7-11 6-2-5 6-2-5 6-7-11 Truss ID : G Quantity 7 REAMONS - txta 1-1259 6.00 5--3269 9.00 34:4 : P b $ 44 1994 hhtch 3 ./12 F 4 4x6 3 ZX4 2x b ZX4 Ty/p 6:54 6-7-11 12-18 19-9-5 25-8 6-7-11 6-2-5 6-2-5 6-7-11 MAR 0 1 1994 c6 5 L. HL TO PX:14-4-3 INTERNAL AISE:3-8-8 A. HL TO Pik '14-4-3 LEFT HEIGHT:8-4-3 SPAN:25-8 RISE:6-9-3 RIGHT HEIGHT:8-4-3 ssasass:sssaFsac:sarcass—•••••=as--.:s=—*-------^-s----szsaasssssssssasattx•.,^.•,.=aessssss=ssr--- LOADING (PSE1 MAX SLTOPTRESS$5889 MN M80RD: *4 ONo 2UNDH R TOP 30 7 BOTT 66 77-00.700 BOT CHORD: *4 No.y 99SPp BOTT 0 10 DEFL.07-0.27 < L/360 WEBS *4 N0.2 I9 SP STR.INC. : LUMB = 1.33 PLATE = 1.33 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 M UT "09=X POR 0.0 IN. Z=?Q=hL DI6PuCOMT AT OMs MUM PACV= 2-A COQiT m O= UWZM6 AT BO=*K CBORD NOT X=MXMC 6. O.C. OM D)tWM DOMMON CBORD 7JmJ S 1fdaRL CSILLNC i6 91OT A2PbIaD. 7lwtt aas;o = CMC3= 2rOR 100 M.P.B. WIND LOAD, fi= n=w a FT, LNcwwM aoLLMW Ty", ASSOMINO 10 Pzr 2020z DXAD LOAD (MC). PZAM Am(S NI7'.1"d M20-254,216 KUMACIUMD YVAN AM A 116 0 b A aaaVApxsia STSII.(tM=PT AS SWNN) PLM low w mmSTAL= OA WR Pa= 0P JQ=T' #%Kw=cA=(2%CSPS At SBOW)DIS2a COMMM W= =8 DYZION SP=, 9saC,792-91 Tilt Dulm is POR Tte = PASUCA=w 0=1.31OR PtRN7DT = AND Tm00ORARY uACL7C(mics 35 Axwxyz w&p)cON== =w ADG' m== OR XMISM. FEF 28 '94 15:17 407 321 3913 PAGE.007 74, cW4Ww »> _=_-- -_ == 0 0 0 M) ] ' A 1 • 1 5 z«• iC 1Fl&>x)8-- castcaer : Mongeb 28 14:49 1994 Pray eat 4: ASCE10 Truss ID : H Family @h : spe al S3a cut : 0 868 Quantity : 1 Hog Pitch i Nil 12 10- 1 3./12, p NOTES: - Gable studs spaced at 24 inches o.c. - Bracq vertical *tuds in, cat or ance wi h standard gable end detail Continuous be ing provi ed a on? gnt r: bo tom ciord 4 - Provide 1X4 bates at each en of ab a stu unless otherwise noted 1- 5-2-8 1e-5 12-10 19-3 25-8 1-8 5- 2-8 5-2-$ -5 6-5 6-5 4x6 . 4 00 rrP j5 a 3x6Jxb C7 D ..•, .pjtse. w t rr s s•sr.>..r3S3'.'-,.F. . x4 7 k3 --- i 1. 8-5 12-113 19-3 25-8 18- 5 -5 6-5 6-5 r D 3x6 6 ZZZI MAR 01 1994 L. HL TO PX 14-4-3 INTERNAL RISE:Z-5-4 R. HL M Pk :14-4-3 LEFT HEIGHT:8-4-3 SPAN:25-8 RISE:6-9-3 RIGHT HEIGHT:8-4-3 asscassacss aissss.o=..assacs.,a sac sa.e a a as-•----__=--=--- ems_---.=s LOADING L PSF) MAX STRESSES MINIMUM GRAD OF LTT R D TOP CHORD * No.2 lv SP TOP 30 7 BOT CHORD: * No.2 19 SP BOTT 0 10 DEFL.@0=0.00 < L/360 WEBS * No.3 19 SP sxZassea aeacsae stRsaeassaeaess---=xx.^^ycaesa:saessactsacss=sssae^- STR. INC.: LUMS : 1.33 PLATE - 1.33 SPACING :.24.0 ac: sss- in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS 1 TRO55 M S mmC cmm PO)t 100 X.P.R. MIND LOAD, MALT. WIGEC I PT, nczm= b0imm m1, "Sm(ZKG 10 PST TOTAL VW LOAD (0c) . PMAXAC AU ILITSt M20-2S6,216 ) AMAC2v= FROK AM A "6 GRD A CALVANXM STIL(EicspT As Sam) VZ= NOSY W XN3?A=b (W EAc1 5'#CS OP 301M, SYWHLTRIC=Y(2%C3PT AS SHM)MUM COWIMM MITL I0s =51GO SZ=, SSKATPi-91 ISIS DUIGN IS.POR TRM FADRICA=0X OWLY.70R PZRKAUMT MW IBlII+MMY =WnW(ME1C1 IS AXAQM =W)CONSOLT W= ARCffrn= OR NJM=i'SR. END OF DOCUMENT *** FEa 28 194 15:17 407 321 3913 PRGE.008 L Maronda Systems 4005 Ya.vnds ray, Sanford ft 32771 Model ASCOT Lei Or w Nam. Lolo.k CWww Nvrn6. DaU sesrt.a: H 14-9- - - 02-03-9= 60601903.1'5 DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: MARONDA HOMES G.A.F. 4005 MARONDA WAY MARONDA SYSTEMS SANFORD FL 32771 Job Name: ASCOT BLOCK EXPOSURE GLASS NORTH SOUTH BAST WEST NE/NW SE/SW HORZ. TOTAL AREA 32: 29: 92: 38: 0: 0: 0: 191: COOLING 749: 911: 5,189: 2,143: 0: 0: 0: 8,991: HEATING : 976: 885: 2,806: 1,159: 0: 0: 0: 5,826: BELOW WALLS NORTH SOUTH EAST WEST NE/NW SE/SW GRADE TOTAL AREA : 728: 243: 193: 107: 0: 0: 0: 1,271: COOLING : 2,150: 745: 634: 352: 0: 0: 0: 3,880: HEATING : 4,463: 1,565: 1,362: 755: 0: 0: 0: 8,145: DOORS NORTH SOUTH EAST WEST NE/NW SE/SW TOTAL AREA : 17: 0: 0: 2 0: 0: 0: 37: COOLING : 237: 0: 0: 90: 0: 0: 326: HEATING : 351: 0: 0: 133: 0: 0: 484: FLOOR AREA COOLING HEATING 1324 : 0 : 4,848 CEILING AREA COOLING HEATING 1392 : 2,959 : 2,354 MISCELLANEOUS COOLING LOADS People Sensible Load 1,170 Latent Load 7,472 Lights & Appl. Load 1,2BO Latent Safety Btuh 0 Ventilation Load 2,200 Duct Heat Gain 3,059 Infiltration Load 850 Sensible Safety Btuh 0 TOTAL SENSIBLE LOAD 24,905 TOTAL LATENT LOAD 7,472 Summer ACH 0.1-4 Temp. Swing Mult. 1.00 Total Cooling Load 32,377 BTUH Or 2.70 Tons ** MISCELLANEOUS HEATING LOADS Infiltration Load 3,01-0 Ventilation Load 3,850 Duct Heat Loss 2,556Safety Btuh 0 Winter ACH 0.25 Total Heating Load 31,082 BTUH *** SEP- 1994 1-I:44 IDA--Sk FORD 407 371 3913 P-01 SoD,w lAr CAI - yol.. Cowes ETC 76-LL. S4,o Q©34-10 vAow 6 V ` N''{t` 6AO-.L- may- a i} 1o+R.7 61. t 4,:.r. TOT01 f' i 11 1V aronda Homes MARONDA HOMES, INC. OF FLORIDA 377 Maitland Ave., Suite 112 Altamonte Springs, FL 32701 (907) 831.4039 Limited Power of Attorney I hereby name and appoint of to be my lawful attorney in fact for me and apply o City of Sanford for a building permit for work to be performed at lot 0 in Pamela Oaks. Street Address Tha* you, RC056762 Sworn to and subscribed before me this J(kday of -- , 1995. Notary Public, State lorida MICHU L. iii0MM NOTA"V My Comm Exp. 3f07/98 ausuc limed By WM k" NO i j