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Home My WebLink About212 W 20 St 04-2405 New SFH (2)t7 Cl a a a6 S En PERMIT ADDRESS SUBDIVISION ch CONTRACTOR Cl ( .1 ADDRESS PHONE NUMBER PROPERTY OWNER P A 31 PHONE NUMBER -1 v'1 G a — A Vn\ r) ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT #8 A ^ @ A OS DATE - ci- C)-' PERMIT DESCRIPTION a1,(-- 1 PERMIT VALUATION SQUARE FOOTAGE O 0 ty H CrJ D kp City of Sanford Certificate of Occupancy This is to certify that the building located at 212 W 20t' Street for which permit number 04-2405 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: R. Addison 03/15/05 Engineering: D. Richards 03/23/05 Public Works: J. Crumpton 03/17/05 Utilities: R. Blake 03/18/05 Fire Department: Zoning: James Blagg YV1, _ 03/23/05 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: a Single Family Residence**** 1 5 3 03/17/05 04-2405 212W20"ST James Blagg 407-302-9687 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineer'n 3 z o Public Works Utilities Fire lZoning licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: Single Family Residence**** 03/17/05 04-2405 212W20"ST James Man ter- 3a_ The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire _ Pu ic Works,Zoning _ 3. 0 Utilities licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY I REQUEST FOR FINAL INSPECTIC!-N LU Single Family Residence**** LU t- - t I 1 1 1 1 DATE: 03/17/05 PERMIT #: 04-2405 ADDRESS: 212 W 20th ST C w ti CONTRACTOR: James Man Z o PHONE #: 407-302-9687 V S The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Fire TZoning A'Utilities (Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD i Address Misc. Information Inquiry 3/18/05 13:37:15 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 268655 36.19.30.506-0000-1420 212 W 20TH ST Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2405 PD 7-1-04 SEE REC#6998 3/4"WA METER SET FEE $190.00 PD 7-1-04 ST) $855.00 PD 7-1-04 REC#6998 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes% F12=Cancel BOUNDARY SURVEY FOR JAMES A. BLAGG DESCRIPTION: LOT 142, SANFORD HEIGHTS ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGES 62 AND 63 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. REC. 1/2-1.R. NON) 14' Alley, Per Plat —Open, Dirt Fence Corner / 2.2'S.dr 0.8'w. Edge of Mel Root 0 3'Eosl lMellorRoo: Overhang O IO VN 49.8 I 3 ' 143 0 Iu _ Q u Q 0o _ Z Fence Corrnn\er 4.3,w. 50 2 50.2— I 116 53'P. N 89 ' S3' 25" E 53. 1 2' M. I 117 Wood Power Pole 1.0'5 k 0.2'w. 46.6 , Overhead Ut ililyLOT142) Lines (Typ.) REC. 5/8"I.R.(L.S.3764 ) Conc. Drive ALSO REC.1/2"I.R.(L.S. 3382) 0.50'E. 49 5 4' 16' 2.7' 4 9.2 49.8 21.44' 4 6. 4 rr— 7' 49.4 3 0 Conc. Walk ~ n 3 Roofed ?'33' Conc. o O Porch O 9.65. 3.80' o a' a in m ro o u a ONE STORY o 3 14 1 C.B. RESIDENCE U v v; F.F. Elev.=50.70 Q Q 7.24 lJ z 39.12' 7/ 48.6 o49. —/ t9 5' Roofed I -iW Patio 3 2 o a 3 1 0.5' wide Yw o u Wood Ret. a30Ic U Wall 3' I 50.6— Water Meter 49.0 211' f -- --_ f—1 REC.1/2' R. N 89'54' 50" E 53. 30' M. REC. 5/8-I.R.(L.S.3764) NON) 53'P. ALSO REC 1/2"I.R.(L.S.. 3382) 0 46'E 0 N ( N212 W.) N SITE BENCHMARK ELEV.=49.82,7-' CU -X" ON TOP OF CURB 2 0 T H. S T R E E T 4- i (PUBLIC R/W-OPEN,PAVED 48.58 NOTE: THE ELEVATION AND LOT GRADING ON THE ABOVE REFERENCED RESIDENCE MEETS OR EXCEEDS THE REOUIREMENTS AS OUTLINED IN SANFORD CITY CODE SECTION 6.7 ABBREVIATIONS: O w V T SCALE 1' =30' REC. DENOTES RECOVERED I.R. IRON ROD SURVEY REPORT: C CENTERLINE R/W RIGHT-OF-WAY 1. This surve,Y does not reflect or determine ownership. C.B. CONCRETE BLOCK 2 Till,- data has not been furnished to this surveyor unless otherwise noted. RES. CONC RESIDENCE CONCRETE 3. Underground improvements or underground foundations hove not been located A•C. AIR CONDITIONER except as noted on survey mop. L.S. LICENSED SURVEYORL.B. LICENSED BUSINESS 4. Acc.)rding to the Federal Insurance Role Mop, this property lies in Zone "X", Community -Panel number 120294 0045 E, Doted April 17, 1995. 5. This property lies Section 36, Township 19 S, Range 30 E.. Seminole County, Florida. 6. Site Benchmark and elevations are based on Seminole County vertical datum (NGVD '29). HE;VR.TCH—L UKE & SIVAGGERTY, LLC surveyors & mappers 250 S. Ronald Reagan Blvd. Suite 114 Longwood, FL 32750 407) 64 7- 734 6 Fox (407) 647-8097 Licensed BLIsiness No 7276 f N I O p 03/23/2005 14:57 4076478097 HENRICH PAGE 01 MULK41LC111ItKUL14:TMAKAL N&HiAutmv NATIONAL FLOOD MMURANCE PROGRAM ELEVATION CERTIFICATE O. M. B. No. 3067-0077 Expires December 31, 2005 dokoft;dve on am 1-7. SECTION A - PROPERTY OWNER INFORMATION 1 For- 11 w Carsarh tlw I BUILDING STREET ADDRESS (Including Apt., Una, SuEe, mWor t11ep. No.) OR P.O. ROUTE AND BOX NO. Canlpery 11AiC NuRlber 813 212 W. 20` Sb*M CITY STATE ZIP CODE aANFORD FL 3ZT72 PROPERTY DESCRIPTION (Lot snd Block Numbers, Tax Pnoel Number, Legal Description, etc ) LOT 142, SANFORD HEXWM ADDITION. PLAT BOOK 2, PAGE 62 BEWNOLE COUNTY BUILDING USE (e.e., Residential. Nw4astderft Addition, Accessory. sec Use a Cormwds area, if neoeseary.) RESNENTIAL LATITUDEA"44TUDE (OPTIONAL) HORIZONTAL TUM: E: 0 GPS (T`ype): W - W - *N.W or 80.0 O NAD 1927 MAD lees O USGS quad Map O Other Q SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Tet. NFP COLaMJNrTY NAME a CO MI1NRY N LMER Bz 00WTY NAME 03 STA-TE CRY OF SANFORD 120M I SEMINOLE FLORA 81. MAP AND PANEL Bi'. FRM PAIELL B9.IMSE R, ATIOM Nl1MBER MOWN B& FIRM NM DATE EFFECTI1lElR MSED DATE FLOOD WAS) FLOOD AS) Riau AO. ass dap h d bo ft) 12117000IS E APRIL 17.1995 4L17-191i5 X NA ow. sarkaae me saunas a vro Hare HOOD erevnnsan (feral mar oasesoot cape enterea mug. AS Praha ® FIRM Cormurdy DelerMned Otter (Desdbe): 811. Indicate the elevation dam used for to BFE In 89: ® NOVD 1 W9 NAVD 1988 Odner (Deacba): B12 [aft bu1dng located Ina Coastal Barter Resawes %vAam (CBI sea a 01awtse Prolersted Area (OPA)7 Yes ®ND Designation Date SECTION C - 61ALDING ELEVATION WFORMATION (SURVEY REQUIRED) C1. Bnddmg klleraions aIe based on Comhoon DraAings" &MV Under Canstkuction' ® Fhbhed Co OWion A nw t:levadan Caft to wi be reglfrod when mmmx9on d the W" is , r gi e m C2. BuldrnB Dagram Number I (Select the build'ng diVa n most sh niter to the bkdldeng for which ones eerdAcete is hi g competed -see pages 6 and 7. n no degram WWA* ropmeents Me bd6ng. provide a sketch or, r , - 9r 1 F 1.) C3. Bew4ons — Zones Al AM, AE, AH, A *th SFE), VE, V143D, V (w@tk 8FE). AR. APIA. AR/AE, ARIA1 AM, ARfM ARIAO COTO Os Itsos C3.41 bebw a000dng b Cue bdlding dVam i; P Aed in Mom C2. State the datum used, fl the dmm b dif ip from the dalum used for file 8FE in Sermon B, Mwelt the datkrn to d at used far the BFE. Show Held measurements and datum conversion kalculaW. Use the space provided a the ccimmerm area d Section D or Section G. as applDpAate, to d=ment Cue datum amersion, Datum NGVD29 Efevadon rdarerrce mark used SEMINOLECO. Does the elevation reference man, used appear on the RRW p Yee ®No o a) Top of bow. floor (ndkdvkg basement a trrdoeure) 50 711.(m) D b) Top of reod hvW Moor M R (m) o c) Bottom of lowest haiamw structura member (V zon= only) NA 11(m) o d) Atachad garcqa (lop of tdab) 50.4 A.(m) o o e) Lowest elevalon d machineryinery andta equipment swidtg fie building (Deeonbe in a Cwnw b area) u Q Lo*W (ANC VWB (LAG) o 9) edleoerrt (birched) grade (HAG) 114m) o h) No, of permanent openings (W vent) Of in 1 A. above a0ml grade NA T0i) anal area d at pemanenl opersngs (Aeon vents) In C3A NI sq n. (sq. can) Gs .Soo6 SECTION D - SURVEYOR, EIM EER, OR ARCI`ff ECT CERTIFICATION _ This oertific4on is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation inbrnabon. I CerfltY hW Ma information in Sedtons A, d and Con this ceditafe eprosentr my best afiats to Inferpret the date available. I_understand that any false stetement may be punlshabla by fine or imprisonment under 18 u. S. Code Section 1401 CERTIFIERS NAME MARK I. LUKE UCOM NUMBER LS SON Tm.EMANAGING MEMBER COMPANY NAME MENRICH-LUKE & S NAGGERTY, LLC ADDRESS - - -- CRY STATE ZIPCOOE PhMA ecru 07-31. January 2003 See roverse side for continuation. Replaces all previous editions 03/23/2005 14:57 4076478097 HENRICH PAGE 02 IMPORTANT: to MNM spacm copy flee consmilpariding hdormaon Itrom 5 o ri' m tt A. Fa simsmos cam Liew MADINGUSKOAN 86 (kbrdt+o Apt. Unt Sufi ands' Bft. ND,)OR P.O. ROI1}E ANIDWX NO. Pulpy Mardsr 212 W.20TM STREET C1Y STATE DPCOOE CarnpmvWxmimm SANFORD FL 32TT1 SECTION D - SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION (CONTINUED) Caps both aided d M emrellm Cerolcaw tr (t) ao mwty deoa+, (2) irlsumm aperNamWny, and (3) boding omw. COMMENTS - LOWEST MACHINERY SERVICING BUILDING IS AIR CONDITIONING EQUIPMENT Clack here if elleahmenb SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUM FOR ZONE AO AND ZONE A (WITHOUT 13FE) Fa Zone AO and Zane A "tut BEE), mnplete bon El ftwo 64. d Ire Elevdm Cefrats is irbnde0 for use as saw" Mortnab for a LOMA or LOMRf, Secrom C must be mrpeled. Ell. Buldtg Dlegram Number _(SdW the bukkV &Von moss strr6ar b one b f*g for whldt Iris aertili r to Is bertg dompfeead — see ptpee 6 and T. a no dagram amurately mvewft ttne buldrg, provide a etAIch or pabgraptt.) E2. The top d fie bwn. Ioor (ndu&V beaernerd or endmure) d Ire bul]&V is _ R.(m) = .(on) above Of below (do* one) the hgheet a mm grade. (Use naMW grade. IavMable). E3. For &A*q Diararrrs 6-8 w M d v*W (see page 7). the nerd higher lbor or elevated floor (elevedon b) d Ire building is , fQm) _Irr.(an) above the hoW m Went Bade. CoTom meHans C3 h and C3.1 m Oarnt d lam. EA. The top d the plaftm d mmdnir m andbr eoiugment eervWv Ate bulk" Is _ k(m) _n.(an) above a below (do* me) the OW agaoau graft (Use natural glade, I available). E5 For Zone AO only: I no food duff , unbei is a+al 0e, is the lop d the bWom nod devamad in amwdunce wM ore mmnturtltys Aoogplain managemeM arjrnartoa7 Yes No Uhlmm. The foal 09*211 mud Derry ors Intoenabon in Sealm G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CE MCATION The property owner a om a a dvized mpwenlaM who oomph Sums A, B, C (Items C3.h and C3J only), and E for Zoe A tmMl i a F EMA4n uad or amts mty- mmW BFE) a Zom AO must sigh hart T1r9sit wv is in Sadma A, A q end E am =- fo the best of my furoaft0m PROPERTY OWNER' S OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CRY STATE DP CODE SIGNATURE DATE TELEPHONE COMMENTS Chafe here d dlEedMMIs SECTION G - COMMUNITY INFORMATION (OPTIONAL) The bcal dbal aft b aut orized bylaw a ardinarim to adrrird r fhe w tv nitys Aooclplaln maragemerq ardnmm can oo no* Sections A. S. C (a E), end G d this Elevation Cerfditale. CW0e1a the Ibtrnn(s) and go below. G1. The irdarr eft in Sacdm C arras oaken tram dha dorunart0m Itaf has been signed and ernbomd by a kpnsW virvep. engineer, or arched who is authoriaed by sine a bcA lacy to oemity elevation mklmvtm. (kndrate the soeoe and dale d the elevaton data in Ote Cam h eta baba.) GZ A ommu ry di dal completed Section E fa a bui N bead In Zone A (wftA a FEMAa umd or cmmniy4ssnued BEE) of Zone AO. G3. The Ietibwirg dwnabm (Ifm G4(39) is pm dad for =m u* Aoot>iiain n mpmm purpma. G7. T1m MM has been issued far. New Co ulrumm S% betaitlyd rnprdvmnem G8. eavation all as.brdt bond nemr (wKkx rp bmernem) d dne bu d% oK _ _A.(m) Daunt G8. 6FE or (in Zone AO) depth d lbod M at fhe bul"site Is: — _ A (m) Datum _ LOCAL OFFICIALS NAME TITLE COMMUNTrY NAME TELEPHONE SIGNATURE DATE OOMMENTS Check here It 8ltethmettta FEMIA Fonn 81-31, January 2003 Replaeas all previous editions March 15, 2005 Engineering Department City of Sanford Sanford, FL 32771 To Whom It May Concern; Subject: Driveway Permit #04-2405 212 W 20"' Street Sanford, FL 32771 At the time of our submitting for a permit for building a residential home at the above address, included in the package, was a plot plan showing the drive entering off the alley with the drive stopping before the property line and a curb cut on 20`h. St. Before reviewing the contents of the permit and talking to the Engineering Department they stated they were not allowing any curb cuts on 20` h street do to traffic flow. However, upon reviewing our permit, it was discovered that we did received a permit for driveway installation in right-of-way as shown on plot plan at time of submittal for building permit. After starting construction of the home and seeing the amount of traffic on 20` h Street. We decided to take the Engineering Departments advice and installed only the driveway in rear of home, to use the alleyway for entry. The permit was not used and this letter is to request that the permit be removed/cancelled for the final CO of home. Sincerely4& Paul aamesA. K. Blagg J 0' Owners/Builders i y l 3 4 rj 24 GA. STEEL skim (5) WIOWEDMi STILES FOR It WIDE OOOIL REV. N0. Z 1 I/5• oso!'T" L A 1 I S[[ I N REVISIONS DATE: ECN NO. APPVD: DESCRIPTION 11/0o I - — I OTY (1) WAS (2) FOR TRACK BOLT INOWEORK TRACK SROT BY m G IRN. OO SrILD ATTAOm IO DOOR DOOR VISTA= (TO Sv0SONWITHPATENTEDTOC-L-LpC sTSTOJ cTD.. BOTTOM . JTTm uAG1u rxv. sTm rue suaxr. a) S%LW LAG i 11S LISTED80IC DaALE TRA« m&cK_Q EQzA H LOW HEANALARbD.rnN BODR VIEWrNOOKrCA' . . T Kn.ammnw I= POSITION WIN SNr iDDo,u (Tr. . L x Ers Rv.S TRAoL Hunan. REPORT# 9606C LNR Ha. xaNTAL 3• 20 CA.u-6Ma PAPATrEXNN ( Li TWO U 1M OMMYWAF DwIITDNN ON BOTTOM SD:MK ONE U-MRS ON Km SELTIOK ETC.) SIM LET LDunoN or 1 OnONAL VENTS R1 • OPIIONAL oursoc KEYED I= OSTON MAIL 0001 W10M IW_0- W® E ELEVATIONS NOTE I. DOORS 11 TO r-0. 1ILCN Na3N95T OF a) sECigN6 (O qIM . ) FRONT FRAME WITH u.V. i194J]t R 91lW LC ISOEt7 11Af 1 oA Doo1a OKR r-w HIOI 00NtSST or ( 5¢TIDrNs (N oanxc a ouTSCc swALC WOf NOT ImURD) TO /VOICE A PAISH MOLVOC SUEACL HORIZONTAL 4UM 00 NW IRNaU LD16 M TOJpr RWE LN 1 F- x' nwx GAtS dl amm" Y a EA MINI. STEEL . SON COATED WIN C-NO MUN CALVMNxING. WAJCED-0OM POWER. AND A UIxD-ON PO.r670 TOR COAT APPLIED TO BOt1N SCES OF STEEL SIGN. SHIP W JOINTS. 3• TILL U-OM 20 G CKv. STEEL N I N. IM STRE NCTH: 50 R9 Ld 3• I 1- 7/W' T SECTION A -A (SIDE NTWI 4 MOLDED INSIDE 1" •' TK LED -IpN R-n L LITE ACTANER ,ya/.• Nw HEAD saEW - Ix G CIW. sTm TR.ACI MAC ETS FASIO[O TO WOOD JAY 10 SCREWS PER LAZE) ... ANICCRs ON xl WIN ONE 5/1r.1-5/W LAC MILL WLDrx) a EN• f>Df1O6 PR MN. (00 CE E) 01 RU MAC( OIAORT @: KT MEWS I 1/ A•J A• SELF MlWS. 31f nn MNIf,1 In LA VNTRIiI11ATF N.NCE sw LNDLu* c A DOOR VSTALlO1 (W SIM rx0 G AM. CALVE SM OD STILL 20 G CALVE STEEL VIOL. STILE fi7 C 0 J/ 112 CA.LER E.K T.v. STEELToSNAP UTON fHOL7<S SI1f1NONTO. Toom WIp2TLr49eTaW1hl4DRIM - CENTERS JI `r/IASRNG (am PPut r) IW I. A. cALv, SIEFL CCMFII IRNf' TTACH WRIOKET ATTACHEDr/(I) WIER. STILE ONE SNIPLATCH tU CTONNEACH90C W 00011E REEVE ANCINOItS, 1. 0O MN, WASINU RECIRED E' CALv. SIM TRACK FASTO/ED P I. G CKv. WITH fAPEpa. NN01016 wr WE A FLUSHSLWf IE G CALV. STEEL TRACK G ACRETS FASIOEO f0 CSIEO$T EACH ) FII ID 1NTO1. E r(a DTI NOTWAIRD) To rNIOr 0, A NA9N W SKET tETK MlWS. II.S/ W" METAL YOI.NIILNC TRACK ATTACHED TO TJLN WRIGR7 /IIId/E YETJt NOIL2ORK JAIf CO NOT WITH ONE 1/A•d/W BOLr R No `I) IJi•J/SA UDR SCREWS IV 00 IRINCC OUTSIDE IQl' m LOAD.SURFACE. IRAI19T11LOAD. ON two I/A' IRA RNKIS II G C.Q.V. STEEL HANDLE END x' OIL SHORT -STEM. 10 RALL SIM ROLLER. CND MIKE. EACH FASTENED TO STILE Dam yOj j)m MARK WESTERFM . PL STILES r/( A) .s/W' INSIDE NANDLE COL FNIFPIIt.Anm OF J RY QtvOI [-c 144495PZ SHEET KfKNORTHRNORMCAROIMPL /23672 LOCK &AR TAPPING SCREWS,SWtR eM.w OUTUDEE ENPXES IN TRACK ON tIE DE9C" OF T1E SUPPORnIG StRAnuw. OEI10NI5 DESIGN LOADS: +24.0 PSF & -24.5 PSF EACH SIDE THE REsvN9euTT OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF a• WALL . ID a Exv. SfOl u-BA16 FxD HANDLE SDE ROLL OF DOOR. RECORD FOR THE WIAIDRIC OR SIlWAA E NO IN ACCORDANCE M A x_N-x-I R.rTEJM (IL TWO u-OARS SRE IQ7f FNG1G[S wIN aRWtnNr rNLaDDNc cents FOR ra LlYOS LISTED a THIS CURRENTQK,t; PARTNO.: - ON BOTTOMSECItONN. ON( U_w ON NEXT SECTION Eft. z WI M-.NI ARAOED INTO MERI AL TRAiX Oro rD,a: e WlM 1 I•J// SOf rl~ SCREWS Ras LDUT1w. IOC( ON un SIDE y.y r anr• T "` "nm as m s aNM" TOLERANCES . IDEAL 312 .dRE a SuL 1600 cR °"^De 4H 451a2 Di 00011E r O 'L 0 - 1.03 INL 11a I!W-451-Taro W r WOa QNOMrL Ea N& 1-513-752-3511 I ovr -= 13 a CAm STEEL 00 At &RACKET. ATTACHED WITH ( x) 011.5/W' BEET METAL MtEWS i RF r_...A rr. r WI' ^ -+F — A i, N+Wb Nr " W.•-P r 00 - t • 015 000 - t. 005 OODO - t. 001 DESCRIPTION: MODEL 6RST Wa 16-0 8-0: 24/-24.5 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS OWO. R En> S ZDl. naAIYW w..W.n 049 an - t I/Y CHECKED BY: MWW DATE: 4/18/00 SHEET I 1 SIZEMUM L HERSTRIP., TMFaAnglePFojKOL1N1LAV. sR Stated 0Wvr1N- OF OMEnSIDtNs ARE W WNC/E5 OWE. NO.: 102138 REV. NO. I 3 2 dRAAE Co JJA"_lY' BURDIN4 DIV. ONE BY VOIID DETAIL" 2000 Sx 1 X 2 7/16 X U8 ' 2000 SA I X 2 7/16 X 3/8 j B (TYPJ TUBE 141LLIDN. JAMB MID.) TUBE MULLION I BUpC' BY OTHERS CONCRETE OR MASONRY 1 U4' MIK BY OTHERS EMBEMMENT I8 X 1/2 SELF IB X 1/2 ,SELF TAPPING SMS TAPPING SMS DNSTALLATIDN ANCHOR 3/16• TAPCUN SCREW ANU47R RYPJ . EXTERNAL Ml1LLMN DISTALL'ATMN . QIP SEALANT BETWEEN 7. SEALANT BETWEEN - .-TUBE 14lJl.L,IDM WINDOW FLANGES VINIM FLANGES xi !- .r a MULLttIIN 18 X 1-1/2 SELF a Mt LLIGN 2000 Sx' TYPICAL FIUIIJON 'TO ;CONCRETE O HEAD TAPPING SMS I8 X 1-1/2 SELF TAPPING SMS JAMB CTYPJ i MULLIIIN APPUES. TO`. HEAD.:d: SILL.WHERE I' X 4 4'_ TU8E' MULLIONS ARE USED) SECTION A -A (1) SECTION A --:A (2) IX4XU8 TUBE MULLION 2000 S.H. 2O00 Sit JAMB (TYPJ JAMB TYP I8 x 1/2 SELF - TAPPING SMS". . -- __ I8 z 1/2 -SELF. DEIAL_B TAPPING SMS a•' INSTALLATION AN(iflR I X 4.X 3/0. AFCiNQR 3/16• MA -TAPCOI SCREy C YPJ TUBE MULLION SILL CLIP I8 X 1-1/2'SELF 7APPING_SMS SEALAMT'1TVE01 Q" WINDOW FLANGES -. - - t MULLD]TI " 1 U4• MIN. SECTION A=A'(5) ' — _-Q_: `t. _ Q EMBEDMENT s DETAIL C-. - ` _ PR_C11ST SILL BY-DiINERs . AUXIL ARY.' PLATE ,.. Ie x t/z SELF - ..... .. TAPPING SMS — _(FOR_ADDITMNAL - ANCWRS VFtEDIREOUIREM SEALANT BETWEENSEALANT BETWED; VDNDOW FLANGES VDGUV FLANGES . - --- a MULIG N t MULLI@I : I8 x 1-1/2 SELF tiB x i-I/e SELF Ie SELF TAPPING \ TAPPING SMS TAPPING SMSnZATUS SMS: RYPJ : .. . ` DETA BLI(]Pt ' O • . SECTIONA -A (3) SECTION A -A (4) SEWED FRom EXTERIOR C cWri '' FLQRIDA EXTRUpERS Oxu, I FAG" I'R • PIAI : , r • SANFbRD,MANU>:' 1.0Rma. i o i v. S T S R. 00 ANG r, SHEE 1.- i, ; 17 VA VERTICAL MULLION•SECTIOt S SEE - OTHER.; S:I•DEz;SHEET.:'2-,OF•'2) fDR: : 1B ?lD? DESIGN PRESSURE -CAPACITIES. ,' DRAWN ErY: JBH , t Rif ' '.APPR09ED"HY:?2at , ^•,`n. 1- DAT1a2/ 2/.02. SCAIE:,NTS D51G ' 2V[i 92-0-0 66-0-0 26-0-0 3 7- -6 7 EJ7 EJ7 EJ7 J ao09,49 o, 0 a, m 0 o p N 0; 5-0 O O 4 0- I co 0 0 0j o d o 0 12 P 4 7 PI 0 0 0 0 0 0IT h, 7- 7 EJ7 EJ7 EJ7 J5 0 N c J7 EJ7 FEJT77 7'0-0 EJ7 EJ7 EJ7 cJ5 Lr 3 MI V1 11 8-0- 84-0-0 APPROVED TRUSS ANCHOR BY BUILDER SOURRE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. 12TOP = 2x4 MIN. 6 All walls @ 9'-4" A.F.F. 12 Hangers J L HUS26 (06 required) 1 •-4' TRUSS END DETAIL NOTES : I) 0 991 IRMMUM E M FOR MGM mm MU M DGNM IR IM FOR F4dIiERT ffmc PID11Ell 21 lu MIMS mulm mm UDR tRM H IW MIST a ang aT am k UR m IFIR UI05 i IETR M05 FOR aTONNE HR76 1XIME nS 3) ILL IR1EYS M E MUMIFur FMG BY HIM 41 ILL W S SMW FIE MW 5) ROM .ITS MY BE IflIlS1FD MY FOR as STUB' IWIM 6) RDR IF DI F 1 N IIL KIM m offlum 7) M RM MIST BE W1110 Im TIE TIP 06 IF. 81 ILL n new gm 9) ILL RIXR TIIM M M M BE 2FO MIN ULM WE 9DEN1 Obilders FirstSourceSanford Truss Division 2901 Polervl CIrde Sanford. Floyd 3!M 407) 322-0059 Fax -1407) 322-5553 1- 888-946-5637 O y JN0 0T cm lLp ~2 0 2 Wy O yW F- Jyd'w clN LmU20 SW p[y aa- KU= . v O F- Wy = W=X U K W 0 00 V% aJWm Z = Wa WOUJ W QyWJd. CE: W SUS 02 W--S O y JmW e lGfn—= cr- 2 yy 2 c,) Jy a O T y2"WOm2 .+ 1 =SY S v H1- OJmU p Q w.. Bumilders 2901 Aileron Circle First Source Sanford, Florida 32773 407) 322- 5553Fax(407)322-5553 DATE: 03/29/2004 Designed By: S. Caponey SUBJECT: State of Florida Truss Cover Sheet — Rule 61 G 15-31.003 Design of Structures Utilizing Prefabricated Wood Components ENGINEER: Randall Byrd, P.E. # 23451 (321) 630-0231 Beeper 2325 Jason Street (321) 453-6564 H/O Merritt Island, Florida 32952 (321) 453-4187 Fax CODES & CRITERIA: FBC-2001 Sec. 1606, ASCE-7/98, ANSI/TPI-95, HIB-91,NDS-97, and ASTM A653 Design Loads -Shingle Roof: TCLL = 20, TCDL = 7, BCLL = 0, BCDL = 10; Total Load = 37 psf / LF = 1.25 Wind Speed Loading: 120 MPH, Exposure B, Condition 1, Partially Enclosed Building, Category 11 REFERENCE: Job Number: Master Job Date: 03/29/2004 Number of Truss Profiles: 17 Builder: Blagg Lot & Sub: Blagg Residence County, State of Job: Orange, Florida The truss drawings referenced above have been designed using MiTek 2000, Version 5.201 SR -I, by MiTek Industries under my direct supervision based upon the parameters provided by Builders First Source.. F\, L A. 23451 0 STATE OF •: Mardh 29,12004 The seal on these Drawings indicate acceptance of Professional Engineering responsibility solely for the tkjss components shown. The suitability and use of this component for any particular building is the responsibilily of the Structural Engineer -of -Record (Building Designer) per Chapter 2 ofANSIlTPI 1-1995. 0312912004 - 8:41 AM Single Family Release Order Acknowledgement By: Builder: Blagg Job No: Temp SAEng52 BldrDii BLAGG Subdivision: Orange Pick Ticket: SAOrd52 BldrDii BLAGG State: Florida Sales No: Model SubDir: BLAGG RESIDENCE Lot: Blagg Residence AccNo: Release File: Temp Model: Custom Ship Date: Master Truss File: Master Shipment. Roof Designer: S. Caponey Layouts: Elevation: Source Folder: Option: Job Destination: Truss ID Totals Price Quantity c' 1 8 c'3 8 c'S 8 ej7 18 hj7 4 t01 1 102 3 t03 4 1:05 2 1-2P1 t05a 2 1-2P1 t06 21 t07 2 1-2P1 t08 1 t09 1 110 8 t11 3 t12 2 1-2PIy) Total I 96 Hangers IHUS26 6 Seat Plates 1 175 MAR 2 9 2004 m Builders FirstSource, Inc 2002 lei 1 n+ss 1 We sty Fly tsiaggi rnagg Kesidence/ sec MASTER' CJ1 ROOF TRUSS 8 1 Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street, Merrill Island, FI. 32952 (321) 453.6564 5.200 s Seo 30 2003 MITek Industrie t] i scale •15 1-0-0 1-0-0 LOADING(psQ SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.01 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 3=33/1V!echanical, 2=16710-8-0. 4=9/Mechanical Max Horz2=670oad case 5) Max UpliK3=33(load case 1). 2=-149(load case 5) Max Grav3=380oad case 5). 2=167(load case 1). 4=18(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0131, 2-3=-41/19 BOT CHORD 24=0/0 NOTES (5) 1) Wind: ASCE 7-98: 120mph (3-second gust), h=25ft: TCDL=4.2psf; BCDL-5.Opsf, Category 11; Exp B: partially; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1 33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by of of Wss to bearing plate capable of withstanding 33lb uplift at joint 3 and 149lb uplift at joint 2. 5) Randall B axon Stree s a rida 3 os2ra.M 453-6564 LOAD CASE(S) Standard MAV 2 9 2004 s Job Truss Truss Type Oty Blagg/Blagg Residence/sec 17 MASTER CJ3 ROOF TRUSS 8 7r Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Mar 29 08:36:42 2004 Page 1 1-4-0 3-0-0 1-4-0 3-0-0 raY • 17 6OD IT TI 1 1 34= 4 3-0-0 3-0-0 LOADING(psf) SPACING 2.0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Veri(LL) -0.00 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.03 1 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=42/Mechanical, 2=215/0.8-0, 4=26/Mechanical Max Horz 2=1 20(load case 5) Max Uplil`0=58(load case 4), 2=142(load case 5) Max Grev3=42(load case 1), 2=215(load case 1), 4=52(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32. 2-3=-50/14 BOT CHORD 2.4=0/0 NOTES (5) 1) Wind: ASCE 7-98; 120mph (3-second gust); h=25fl; TCDL=4.2psf; BCDL=S.Opsf; Category It: Exp B, partially; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 142 lb uplift at joint 2. 5) Randall Byrd, P.E. # 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Job Trusa Truss Type Oty Py Blagg/Blagg Residence/sac 17 MASTER CJS ROOFTRUSS 8 t Job Reference o tional Randall Byrd, P.E. #23451, 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 Mf7ek Industries, Inc. Mon Mar 29 08:36:43 2004 Page 1 1-4-0 5-0-0 1-4-0 5-0-0 3 3.1 •113 l oo 11 TI 2 51 1 a.= 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.03 2-4 >999 240 M1120 249/190TCDL7.0 Lumber Increase 1 25 BC 0.34 Vert(TL) -0.07 1 >287 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0 00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 3-108/Mechanical, 2=277/0-8-0. 4-46/Mechanical Max Horz2=174(lood case 5) Max Uplil`0=125(foad case 5). 2=-150(load case 5) Max Grov3=108(load case 1). 2=277(load case 1). 4=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=78/40 BOT CHORD 2-4=0/0 NOTES (5) 1) Wind: ASCE 7-98; 120mph (3-second gust); h=25ft; TCDL-4.2psf; BCDL=S.Opsf; Category II; Exp B. partially; MWFRS interior zone; cantilever left and right exposed : end vertical left and right exposed; Lumber DOL-1.33 plate gnp DOL-1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 150 lb uplift at joint 2. 5) Randall Byrd, P.E. 0 23451. 2325 Jason Street ,Merritt island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Jab Truss Truss Type Oty Ply Blagg/ Blegg Residence/ sec 17 MASTER EJ7 ROOF TRUSS 18 1 Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street. Merritt Island, Fl. 32952 (321) 453-6564 5.200 s Sep 30 2003 MTek Industries. Inc. Mon Mar 29 08:36:43 2004 Page 1 1-4-0 7-0-0 1-4-0 7-0-0 3 k.,4. ,.n 2 a.= s, 4 7-0-0 7-0-0 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Udef1 Ud PLATES GRIP TCLL 20.0 Plates Increase 1 25 TC 0.90 Vert(LL) -0.10 2-4 >794 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.23 1 >88 180 BCLL 0.0 Rep Stress Incr YES WB 000 Horc(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=167/Mechanical, 2=346/0-8-0, 4=66/Mechanical Max Horz2=229(load case 5) Max Uplift3=190(load case 5). 2=-167(load case 5) Max Grov3=167(load case 1), 2=346(load case 1), 4=132(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2.0/32, 2-3=-115/62 BOT CHORD 24=0/0 NOTES (5) 1) Wind: ASCE 7-98; 120mph (3-3econd gust); h=25ft; TCDL-4.2psf; BCDL=5.Opsf: Category 11: Exp B; partially; MWFRS Interior zone; cantilever left and right exposed : end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-8, UBC-94. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190lb uplift at joint 3 and 187 lb uplift at joint 2. 5) Randall Byrd, P.E. N 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Blagg/ Blagg Residence/ sec 17 MASTER HJ7 ROOF TRUSS 4 7 Job Reference o Lionel Randall Byrd, P E. 023451. 23235 Jason Street. Merritt Island, FI. 32952 (321) 453.6564 5.200 s Sep 30 2003 M1Tek Industries, Inc. Mon Mar 29 08:36:43 2004 Page 1 1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 4-8-7 x.r•1 14s x. 7 TI W Mil 2 elLJ r a'4 u T 5 s.. _ 3.4 = 5-2-5 9-10-13 5-2-5 4-8-7 LOADING(psp SPACING 2-0-0 CSI DEFL In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.05 6-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) 0.08 1 >345 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=229/Mechanical, 2=426/0-11-5, 5=347/Mechanical Max Horz2=279(load case 3) Max Uplifl1=240(load case 3), 2=198(load case 3). 5=-116(load case 3) Max Grav4=229(load case 1), 2=426(loed case 1), 5=3640oad case 2) FORCES Qb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/28, 2.8=029, 2-3=720/175, 3.4=-104/56 BOT CHORD 2-7=387/656, 6-7=-387/656, 5-6=0/0 WEBS 3-7=0/316, 3-6=-715/422 NOTES (6) 1) Wind. ASCE 7-98; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=S.Opsf: Category 11; Exp B; partially; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 4, 198lb uplift at joint 2 and 116lb uplift at joint 5. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or beck (B). 6) Randall Byrd. P.E. # 23451. 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453.65640 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip Vert: 1-8=54 Trapezoidal Loads (pip Vert: 8=0(F=27, 13=27)-to-4=-134(F=-40, 13=40). 2=-2(F=9, B=9}10-5=49(F=-15, 8=15) Job Truss Truss Type Qty Ply Blagg/Blagg Residence/sec 17 MASTER T01 ROOF TRUSS 1 7 Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 MiTek Industnes, Inc. Mon Mar 29 08:36:44 2004 Page 1 1-4-0 9-6-0 19-0-0 20-4-0 1-4-0 9-6-0 9-6-0 1-4-0 3 M"1.34 4= 0 3 T scoliT 4 6 T p 7 T T 2 10 1 1 1 19-0-0 19-0-0 Plate Offsets X Y : [7:0.2-14,0-0-121[8:0-2-14,0.0.12],[9,0-2-14,0-0-12],-f10:0-1-0,0-0-2],[12:0-2-0,0-0.12],(13:0-2-0,0-0-12)[14:0-2-0,0-0-12],-[15:0-3.0,0-30] LOADING(pst) SPACING 2.0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(fL) 0.01 11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-202/19-0.0, 15=133/19-0-0, 16=157/19-0-0, 17=115/19-0-0, 18-236/19-0-0, 14-157/19-0-0, 13=115/19-0-0, 12=236/19-0.0, 10=202/19-0-0 Max 1-1=2=147(load case 6) Max Uplift2--139(toad case 5), 16=143(load case 5). 17=-120(load case 5), 18=-208(lood case 5), 14=-140(load case 6). 13=-120(load case 6), 12=208(load case 6). 10=167(load case Max Grov2=202(load case 1), 15=133(lood case 1). 16-161(load case 7), 17=115(load case 1), 18=236(load case 7), 14=161(load case 8), 13=115(load case 1). 12-236(load case 8). 10=202(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-114/61, 34=44/138, 4-5=-35/185, 5-6=37234, 6-7=37/223, 7-8=-35/144, 8-9=-44177, 9-10=-55/'35, 10-11=0/31 BOT CHORD 2-18=0/156, 17-18=0/156, 16-17=0/156, 15-16=0/156, 14.15=0/156, 1314=0/156, 12-13=0/156, 10.12=0/156 WEBS 6-15=-95/0, 5-16=-117/163. 4-17=-87/137, 3-18=166235, 7-14=117/161, 8-13=-87/138, 9-12=160234 NOTES (9) 1)•Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98: 120mph (3second gust): h-25ft; TCDL=4.2psh BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6),Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC-94. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 2, 143 lb uplift at joint 16. 120 lb uplift at joint 17. 208 lb uplift at joint 18. 140 lb uplift at joint 14, 120 lb uplift at joint 13, 208 lb uplift at joint 12 and 167 lb uplift at joint 10. 9) Randall Byrd, P.E. fi 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply'Blapg/ Blagg Residence/ 17 MASTER T02 ROOF TRUSS 3 1 Job Reference (optional) Randall Byrd. P.E. X23451, 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 MTek Industries. Inc. Mon Mar 29 08:36:44 2004 Page 1 1-4-0 5-0-4 9-6-0 13-11-12 19-0-0 20-4-0 1-4-0 5-0-4 4-5-12 4-5-12 5-0-4 1-4-0 bY•IH as = 000(3 2.4,1 W23 1 7.4 0 2 car Soo 9-6-0 St= Soo 19-0-0 9-6-0 9-8-0 Plate Offsets X Y : 5:0-0-12 0.0-12 [6:0.1.4,0-0-2][8:0.4-0 0-3-0] LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.17 2-8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.35 2-8 >620 180 BCLL 0.0 Rep Stress Ina YES WB 0.13 Horz(fL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=768/0-8-0, 6=768/0-8-0 Max Horz2=-147(load case 6) Max Uplift2=-528(load case 5), 6=528(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=970/664, 3-4=726/498, 4-5=-726/498. 5-6=970/6(>4, 6-7.0/16 BOT CHORD 2-8=-594/851, 6.8=-463/851 WEBS 3-8=-237/380, 4-8=-196/409, 5-8=-237/380 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=S.Opsf; Category It: Exp B; partially; MWFRS gable end zone: cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psi bottom chord Inre load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 528 lb uplift at joint 2 and 528 lb uplift at joint 6 5) Randall Byrd, P.E. X 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Blagg/ Biaggi Residence/ sec 17 MASTER T03 ROOFTRUSS 4 1 Job Reference (optional) Randall Byrd. P.E #23451. 23235 Jason Street, Merrill Island, Fl. 32952 (321) 453-6564 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Mar 29 08:36:44 2004 Page 1 1-4-0 5-0-4 9-6-0 13-11-12 19-0-0 14-0 5-0-4 4-5-12 4-5-12 5-04 bM • ,.33 a4O 3 a. W! s x w, 9-6-0 r 19-0-0 3.4= 9-6-0 9-6-0 Plate Offsets X Y : 12:0 1 4,0 0.2j,[5:0 0 12,0 0 12][7.0-4-0,0-3 0) LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.18 2-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(fL) -0.36 2-7 >625 180 BCLL 00 Rep Stress Incr YES WB 0.13 Horz(Q 0.02 6 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight, 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purhns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=685/Mechanical, 2=775/0-8-0 Max Horz2=162(load case 5) Max UplifS=-420(load case 6). 2=-532(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=984/671, 3-4=741/507, 4-5--741/505, 5-6=1001/687 BOT CHORD 2-7=615/864, 6-7=520/886 WEBS 3-7=-237/379, 4-7=204/418, 5-7=-258/399 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-98; 120mph (3-second gust); h=25fl; TCDL=4.2psf; BCDL=S.Opsf: Category II; Exp B; partially; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 6 and 532 lb uplift at joint 2. 6) Randall Byrd, P.E. # 23451, 2325 Jason Street,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Blegg/Blegg Residence/sec 17 MASTER T05 BOSTON HIP 1 Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street. Merritt Island. Fl. 32952 (321) 453-6564 5.200 s Sep 30 2003 MITek Industries, Inc. Mon Mar 29 08:36:45 2004 Page 1 r1-4-Q 4-1-0 11-2-0 1 15-4-0 1 19-6-0 1 23-8-0 27-10-0 34-11-0 39-0-0 10-4- 1-4-0 4-1-0 7-1-0 4-2-0 4-2-0 4-2-0 4-2-0 7-1-0 4-1-0 1-4-0 c44 • 1 a 34 m(1t a.n a.0 R 2.411 2.411 L/4 7 s / 4 17 44 34 3 703 1/ ml e10= 01 00 m L 77 mu 73 24 m ?l 2, e10= 2./r1 tr/= e/= ee= e.10= e/= 4x/= e/= 3./11 m= m= 4-1-0 11-2-0 15-4-0 19-6-0 23-8-0 27-10-0 34-11-0 39-0-0 4-1-0 7-1-0 4-2-0 4-2-0 4-2-0 4-2-0 7-1-0 4-1-0 Plate Offsets X : 12 0-5-0.0.1-7]119,0-5 0.0.1-71 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Well Lrd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.19 27 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.24 27 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 HOR(TL) 0.06 19 n/a n/a BCOL 10.0 Code FBC2001/ANS195 Matrix) Weight: 681 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-2-13 oc purlins. Except: BOT CHORD 2 X 8 SYP No. 10 3 Rows at 1/4 pis 4-17 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing OTHERS 2 X 4 SYP No.2 'Except' O22X4SYP No.3 REACTIONS ( lb/size) 2=3304/0-8-0. 19=2679/0-8-0 Max Horz2=659(load case 5) Max Uplifl2=-1696(load case 5), 19=-1437(load case 6) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-33=0/31,2-33=0/33,2-3--6371/3145,3-4=-6550/3332,4-5=-3671/1518,5-7=-3571/1537,7-8=3685/1825,8-11=-36762110. 11- 34=34912171, 12-34=36032168, 12-14=36272098. 14-16=-3571/1998, 16-17--3615/1989, 17-18=-51512742. 18-19=50622611. 19- 20=0/J8. 4-6=30922154, 6-9=2614/1729. 9-10=15537794, 10.13=15537794, 13-15=1841/1028, 15-17-1817/1070 BOT CHORD 2-31=3350/5619, 30-31=-3350/5619, 29-30=-3442/5816, 28-29=3743/6285, 27-28=3743/6285. 26-27=3318/5808, 26-32=2442/5035. 25- 32=2442/5035. 24-25=2484/5010, 23-24=24B4/5010. 22-23=-2254/4579, 21-22=-2213/4457, 19-21=2213/4457 WEBS 4-30=-318/652. 17-22=30/204, 4-29=401/626. 6-29=196/355, 6.27=-638/548, 9-27-145/530, 9-26=1437/1226. 1D-26=15132725. 13- 26=-440/J02. 13.25=10/149, 15.25=89/209, 15-23=305253, 17-23=307/578, 3-31=317242, 3-30=178/J14, 18.22=110/198, 18- 21=246206.6-7=503/635, 8.9=-494/644, 12-13=185206. 14-15=-240259, 10-11=-15302752 NOTES (10) 1) 2- pry truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc Webs connected as follows, 2 X 4 - 1 row at 0-9-0 oc, Except member 26-10 2 X 4 - 1 row at 0-8-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7- 98; 120mph (3-second gust); h=25f1: TCDL=4.2psf: BCDL=S.Opsf; Category II; Exp B; partially; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1696lb uplift at joint 2 and 1437 lb uplift at joint 19. 8) Design assumes 4x2 ( flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1360.01b down and 662.41b up at 19-10-8, and 474.81b down and 327.61b up at 7.0-0 on bottom chord. The design/selection of such special connection device(s) Is the responsibility of others. 10) Randall Byrd, P. E. # 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453.65640 LOAD CASE(S) Standard 1) Regular. Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 2-30=-20, 30-32=-04(F=24), 19.32=20, 1-33=54, 2-33=-14, 2-4=54, 4-11=120(F=66), 11-34=-120(1`=66), 17-34=54, 17-20=54 Concentrated Loads (lb) Vert: 30=-475(F) 32=-1360(F) Job Truss Type Oty Ply Blagg/Blegg Residence/sec 17 MASTER T05A TB-OSSSTONHIP 1 2 Job Reference (optional) Randall Byrd, P.E. 023451. 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 M7ek Industries, Inc. Mon Mar 29 08:36:46 2004 Page 1 14- 4-1-0 11-2-0 154-0 19-6-0 23-8-0 27-10-0 34-11-0 39-0-0 104-0 1-4-0 4-1-0 7-1-0 4-2-0 4-2-0 4-2-0 4-2-0 7-1-0 i 4-1-0 14-0 Scab " ON us_ 3s mom a.n 2.111 12 a.0 a.a sn a ae. SJG 3 12 5.61, n 3.. G a.. 3 2x. u IY ml 410= 31 30 29 xl 77 32 Mil 25 x. 23 xx xl A10= 3.111 .E= m/= d.= 410= Ve= At= 6L= aE ll Ve= m.= 4-1-0 11-2-0 154-0 19-6-0 23-8-0 27-10-0 34-11-0 39-0-0 4-1-0 7-1-0 4-2-0 4-2-0 4-2-0 4-2-0 7-1-0 4-1-0 Plate offsets x Y : (2:0-5-0,0-1-71,,(19:0.5.0 0-1-7j CSI DEFL in (loc) Ude9 L/d PLATES GRIPLOADING(psQ SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.20 26-27 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.25 26-27 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.06 19 n/a n/a BCDL 10.0 Code FBC20011ANS195 Matrix) Weight: 681 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5.1-15 oc purlins. Except: BOT CHORD 2 X 8 SYP No. 1D 3 Rows at 1/4 pts 4-17 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.2 'Except* 02 2 X 4 SYP No.3 REACTIONS (lb/size) 2=337810-8-0. 19=2605/0-8-0 Max Horz2=659(load case 5) Max Upllft2=-1732(load case 5). 19=1401(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-34=0/31. 2-34=0/33, 2-3=-6520/3218, 3-4=6721/3415, 4-5=-3638/1502, 5-7=3537/1521, 7-8=3652/1809, 8-11=-36422093, 11-35=34582154, 12-35=35692151, 12-14=35942082, 14-16=3537/1982, 16.17=3582/1973, 17-18=4984/2660, 18-19=-4912/2538, 19-20=0/ 38, 4-6=-33512281, 6.9=-3098/1964, 9-10=-1468/752, 10-13=1468/752, 13-15=1533/878, 15-17=1642/986 BOT CHORD 2- 31=-3414/5752, 30-31--3414/5752, 29-30=-3516/5968, 28-29=3854/6514, 27-28=385416514. 27-32-3539/6262. 26.32=3539/6262, 26.33=-2278/ 4697, 25-33=2278/4697, 24-25=2385/4806, 23-24=2385/4806, 22-23=-2181/4430, 21-22=2148/4324, 19-21=2148/4324 WEBS 4-30= 331/680. 17-22=24/194, 4.29=452/729, 6-29=-389/449, 6.27=-349/423, 9-27=375/903. 9-26=-2171/1583, 10.26=14952689, 13-26=15l/ 333, 13.25=193/141, 15-25=163/139, 15.23=191/197, 17-23=-271/502, 3-31=-337/252, 3.30=171/339, 18-22=87/179, 18-21-231/ 198.6-7=505/636, 8-9=490/642, 12-13=-185206, 14-15=239258, 10-11=-15152719 NOTES (10) 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at D-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc. Webs connected es follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98: 120mph (3-3econd gust); h=25ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1732 lb uplift at joint 2 and 1401 lb uplift at joint 19. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2.1 Od nails. 9) Special hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474.81b down and 327 61b up at 7-0-0. and 1360.01b down and 662.41b up at 17-9-8 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 10) Randall Byrd, P.E. # 23451. 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453.65640 LOAD CASE(S) Standard 1) Regular. Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plQ Vert: 2-30= 20. 30-33=-44(F=24), 19-33=-20, 1-34-54, 2-34-14, 2.4--54, 4-11--120(F=66), 11-35=-120(F--66), 17.35=54, 17-20=-54 Concentrated Loads (lb) Vert: 30=475( F) 32=1360(F) Job Truss Truss Type Oty Ply— Blegp/ Blegg Residence/ sec 17 MASTER T06 ROOF TRUSS 21 1 Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street. Merritt Island, Fl. 32952 (321) 453-6564 5.200 s Sep 30 2003 MfTek Industries, Inc. Mon Mar 29 08-36:46 2004 Page 1 11-4-9 6-10-5 13-2-3 19-6-0 25-9-13 32-1-11 39-0-0 40-4-0 14-0 6-10-5 6-3-13 6-3-13 6-3-13 6-3-13 6-10-5 14-0 SOY • 1 M. 0 a F1 b4 b4C 3 r b 4 as c b J b4 1 N, 7 10 111 3.8 13 14 10 17 3.1 = a= h3= 3.6 No= 3.4= 10-0-4 19-6-0 28-11-12 39-0-0 10-0-4 9-5-12 9-5-12 10-0-4 Plate Offsets X Y : [2:0-4-12,0-1-8) 8:0-3.0,0.0-4] [9:0.1-7 0.0-12],[10:0-8.0,0-0-2),-[13:0.3-0.0.0-4I DEFL in (loc) Udefl L/dLOADING(psf) SPACING 2-0-0 CSI PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0 25 12-14 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.55 12-14 >843 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 202 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-12 oc pudins. 80T CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-4-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-14, 7-14 REACTIONS (lb/size) 2=1508/0-8-0, 10=1508/0-8.0 Max Horz2=-165(load case 6) Max Uplift2--692(load case 5), 10=-692(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=2445/1079, 3.4=-2212/1009, 4-5=-2212/1009, 5-6=1553f797, 8-7=1553f797, 7-8=2212/1009. 8.9=2212/1009, 9.10=-2445/1079. 10-11=0/16 80T CHORD 2-16=-987/2159, 15.16=68a/1798, 14-15=-688/1798, 13-14=-579/1798, 12-13=-579/1798, 10-12=-8222159 WEBS 3-16=-271/J33, 5-16=160/456, 5.14=59a/459, 6.14=-455/1047, 7-14=598/459, 7-12=-160/456, 9-12=271/333 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp 8; partially; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads per Table No. 16-8, UBC-94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2 and 692 lb uplift at joint 10. 5) Randall Byrd, P.E. # 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Blagg/Blagg Residence/sec 17 MASTER T07 MONO TRUSS 1 n Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street, Merritt Island. FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Mar 29 08:36:46 2004 Page 1 3-9-8 7-0-0 3-9-8 3-2-8 b4 II /uM • 1:1/. 3 00 12 4 2 wJ TI WI cot 1 b4= 3-9-8 1 b4 II S tr/ _ 7-0-0 3-9-8 3-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/dee Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) 0.01 5 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) 0.01 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 79lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purtins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1500/0-8-0, 4=1500/Mechanical Max Horz1=150(load case 4) Max Uplift1=721(load case 5). 4=740(load case 5) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=14937708, 2-3=38/52, 3-4 83/71 BOT CHORD 1-5=609/1316, 4-5=-609/1316 WEBS 2-5=-580/1324, 2-4=-1538f798 NOTES (7) 1) 2-ply truss to be connected together with 0.131•x3• Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected es follows: 2 X 4 - 1 row at 0-9-0 oc. 2)IAII loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-98: 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=5.Opsf; Category It: Exp B; partially; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table No. 16-B, UBC-94. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 721 lb uplift at joint 1 and 740 lb uplift at joint 4. 7) Randall Byrd, P.E. # 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453.65640 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=406(1`=386). 1-3=-54 Job Truss Truss Type Oty Ply Blagg/ Blagg Residence/ sec 17 MASTER T08 ROOF TRUSS 1 1 Job Reference o Lionel Randall Byrd, P.E. 023451, 23235 Jason Street. Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 M.Tek Industries, Inc. Mon Mar 29 08:36:47 2004 Pagel 1-4-0 3-9-4 7-0-0 10-8-0 14-4-0 17-6-12 21-4-0 22-8-0 1-4-0 3-9-4 3-2-12 3-8-0 3-8-0 3-2-12 3-9-4 1-4-0 8c • 136 410 = A. 11 b10= S 6W 12 L.4 3.4 W 2 1. 12 12 11 10Ao = a. li 3.4 it o 1. = h = a.n 3-9-4 7-0-0 10-8-0 14-4-0 17-6-12 21-4-0 3-9-4 3.2-12 3-8-0 3-8-0 3-2-12 3-9-4 Plate Offsets X Y : [2.0-8-0 0-0-6],[4:0-7-0,0-2-0),[6:0-7-0,0.2-0)_[8:0-8-0.0.0-61,-[10.0.2-0,0.0.121 [12:0-4-0,0-3-0] LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 014 12 >999 240 M1120 249/190TCDL70LumberIncrease1.25 BC 0.60 Vert(Q -0.18 11-12 >999 180 BCLL 00 Rep Stress Inu NO WB 0.21 Horz(TL) 0.07 6 n/a n/a BCDL 100 Code FBC2001/ANSI95 Simplified) Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-4-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1620/0.8-0, 8=1620/0-8-0 Max Horz2=-77(load case 6) Max Uplift2=914(load case 5), 8=-914(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3--2873/1569, 3-4=2696/1566, 4-5=-2718/1594, 5.6=2716/1594, 6-7=2696/1566, 7-8=-2873/1569, 8-9=0/16 BOT CHORD 2.14=-1356/2507, 13.14=-1356/2507, 12-13=-1324/2435, 11-12=1281/2435. 10.11=1309/2507.8-10=1309/2507 WEBS 3.14=0/136, 3-13=118/97.4-13=322/641, 4-12=-264/455, 5.12=-400/398, 6.12=-264/455, 6.11=322/641. 7-11=118/97, 7-10=0/136 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-98, 120mph (3-second gust); h-25ft; TCDL=4.2psf; BCDL-5 Opsf; Category 11; Exp B: partially; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 914 lb uplift at joint 2 and 914 lb uplift at joint 8. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474 Bib down and 327.61b up at 14 4 0, and 474 81b down and 327.61b up at 7-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) Randall Byrd, P.E. 0 23451. 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=54, 4-6=113(F-58), 6-9=54, 2-13=-20, 11-13=-42(F=22), 8-11-20 Concentrated Loads (lb) Vert:13=-475(F) 11=-475(F) Job Truss I Truss Type Oty PlyBlagg/ Blegg Residence/ sec 17 MASTER T09 ROOF TRUSS 1 1 Job Reference tional Randall Byrd, P.E. 023451. 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 M9stries, Inc. Mon Mar 29 08:36:47 2004 Page 1Indu 1-4-0 4-9-4 9-0-0 12-4-0 16-6-12 21-4-0 22.8-0 1-4-0 4-9-4 4-2-12 3-4-0 4-2-12 4-9-4 1-4-0 s 6mri'F b.o b.L 0 w 2 r to h4= a.= a= a1= a.= 9-0-0 124-0 214-0 9-0-0 3-4-0 9-0-0 Plate Offsets X 5:0.7-0 0-2-0 LOADING(psQ SPACING 2.0-0 CSI DEFL In (Ioc) Udefl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.15 7-9 >999 240 M1120 249/190TCDL7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.31 7-9 >801 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(rL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 106lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or B-10.6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-855/0-8-0, 7=855/0.8-0 Max Horz2=91(load case 5) Max Uplift2=403(load case 5). 7-403(load case 6) FORCES 6b) - Maximum Compression/Maximum Tenslon TOP CHORD 1-2=0/16, 2-3=1168/546. 3-4=940/410, 4-5=-647/428, 5.6=-940/410, 6-7=116a/546, 7-8=0/16 BOT CHORD 2-11--468/1024, 10-11=211/847, 9-10=211/847, 7-9=377/1024 WEBS 3-11=213/265, 4-11=57/253, 5.11--89/89, 5-9=-62/253, 6-9=-213/265 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=25ff; TCDL-4.2psf; BCDL=S Opsf; Category Il; Exp B; partially; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 2 and 403 lb uplift at joint 7. 6) Randall Byrd, P.E. 9 23451. 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453.65640 LOAD CASE(S) Standard Job Truss Type City Ply Blagg/Blagg Residence/ sec 17 MASTER T10 TRUSST 8 1 Job Reference (optional) Randall Byrd, P.E. #23451. 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Mar 29 08:36:47 2004 Page 1 14-0 5-7-4 10-8-0 15-8-12 21-4-0 22-8-0 1-4-0 5-7-4 5-0-12 5-0-12 5-7-4 1-4-0 3f • 1.38 tre = 900 F12 h. a.o 0 s e TTF- 1 10 a.= 7-3-8 14-0-8 21-4-0 7-3-8 6-9-0 7-3-8 Plate Offsets X,v : 5,0-1-120-0-12 _[6:0.1-4,0-0-z LOADING( psp SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.07 8.10 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.16 B-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 99lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing WEBS2X4SYPNo3REACTIONS ( lb/size) 2=855/0-8-0. 6=855/0.8-0 Max Horz2=-103(load case 6) Max Uplift2=-413(load case 5). 6=-413(load case 6) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1169/509, 3-4=1022/507, 4-5=1022/507, 56=1169/509, 6-7=0/16 BOT CHORD 2-10=-437/1029, 9-10=199!/14, 8-9=-199/714, 6-8=-351/1029 WEBS 3-10=-221/264, 4-10=182/383, 4-8=-182/383, 5-8=-221/264 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=25tt; TCDL=4.2psf, BCDL=S.Opsf; Category II, Exp B; partially; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Irve loads per Table No. 16-8, UBC-94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413lb uplift at joint 2 and 413 lb uplift at joint 6. 5) Randall Byrd, P.E. 0 23451, 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Blagg/ Blagg Residence/ sec 17 MASTER T11 ROOF TRUSS 3 1 Job Reference (optional) Randall Byrd, P E #23451, 23235 Jason Street, Merritt Island, FI. 32952 (321) 453-6564 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Mar 29 08:36:48 2004 Page 1 1-4-0 5-7.4 10-8-0 15-8-12 21-4-0 1-4-0 5-7-4 5-0-12 m = 5-0-12 5-7-4 ioM • 136, 4OOr{ h4P 3 1 a4 5 3 1 Y 4 L4= 7 Al= h4_ 7-3-8 14-0-8 21-4-0 7-3-8 6-9-0 7-3-8 Plate Offsets Y . 2.0-1-4,0-0.215:0-1-12 0-0-12 LOADING( psf) SPACING 24)-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.07 7-9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.16 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight. 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-5-14 oc purtins BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=772/Mechanical, 2=862/0-8-0 Max Horz2=113(load case 5) Max Uplif16=-330(load case 6). 2=-415(load case 5) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1184/514, 3-4=1037/512, 4-5=1051/519, 5-6=-1202/524 BOT CHORD 2.9=-452/1042, 8-9=-214/728, 7.8=-214/728, 6-7=389/1066 WEBS 3.9=-221/264, 4-9=-182/382, 4-7=192/403, 5-7=-239/275 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=5.Opsf, Category 11; Exp B; partially; MWFRS lnlenor zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1 33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 6 and 415 lb uplift at joint 2. 6) Randall Byrd, P.E. # 23451. 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-6564 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 9 Residence/sec 17 MASTER' T12 MONO TRUSS 1 BlagRg/eafelarence(optional) Randall Byrd, P.E. 023451. 23235 Jason Street, Merritt Island, Fl. 32952 (321) 453-6564 5.200 s Sep 30 2003 MiTek Industries. Inc. Mon Mar 29 08:36-48 2004 Page 1 3-9-8 7-0-0 3-9-8 3-2-8 21411 OcaM • 1.1 400 r1{ a44 2 yy T1 W va 1 1 b411 s 4 3-9-8 7-0-0 3-9-8 3-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) 001 5 >999 240 M1120 249/190 TCDL 70 Lumber Increase 1.25 BC 0.30 Vert(TL) 001 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.00 4 n/a rile BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 79lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purtins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc braclng. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1360/0-8-0, 4=1360/Mechanical Max Horz1=150(load case 4) Max Upfiftl=-653(load case 5). 4=671(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1353/640, 2-3=38/52, 3-4=-83f71 BOT CHORD 1-5=549/1193, 4-5=549/1193 WEBS 2.5=512/1184, 2-4=1394l728 NOTES (7) 1) 2-ply truss to be connected together with 0.131•x3• Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7.98. 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=S.Opsf; Category 11; Exp B; partially; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL-1.33. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC-94. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb uplift at joint 1 and 671 lb uplift at joint 4. 7) Randall Byrd, P.E. 0 23451. 2325 Jason Street ,Merritt Island, Florida 32952 (321) 453-65640 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (plo Veil: 1-4=-363(F=-343), 1.3=54 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.95 3 1.00 2375.07 1.00 7125.2 As-BuiR Total: 7125.2 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 17767 4024 7692 29483 10949 4608 7125 22682 PASS nn, va EnergyGaugeT" DCA Form 600A-2001 EnergyGauge9/FIaRES'2001 FLRCSB J3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.8 The higher the score, the more efficient the home. i . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 38.9 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. is this a worst case? No 6. Conditioned floor area (Rl) 2105 ft' c. N/A 7. Glass area & type a. Clear - single pane 186.0 ft' _ 13. Heating systems b. Clear - double pane R0.0 ' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 R' _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 194.0(p) R _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, int Insul, Exterior R=4.0, 1667.0 ft' _ EF: 0.95 _ b. Frame, Wood, Adjacent R=11.0, 168.0 R' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A I R-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2105.0 R' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 45.0 R _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: VOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyS dW designation), your home may qualify for energy efciency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.22) FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: blagg2 Builder. Address: Permitting Office: City, State: Permit Number. Owner. Jurisdiction Number: Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family milSinglefay _ a. Central Unit Cap: 38.9 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A 5. is this a worst case? No 6. Conditioned floor area (ft 2105 ft' c. N/A 7. Glass area & type a. Clear - single pane 186.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 fl' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 fl7 _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 fl' b. N/A 8. Floor types EL Slab -On -Grade Edge Insulation R=0.0, 194.0(p) 11 _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.0, 1667.0 fl' _ EF: 0.95 _ b. Frame, Wood, Adjacent R=1 1.0, 168.0 fl= _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2105.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 45.0 It _ W-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as -built points: 22682 PASSTotalbasepoints: 29483 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Clark Waters DATE: S 1 hereby certify that this building, as designed, is in compliance with the Florid n C OWNER/AGENT: DATE: -,9-7 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 with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.22) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 afm/s .ft. window area; .5 cfm/ .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall: foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations: between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, pen"ions and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES Imust be met or exceeded by all residences-) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge&/FlaRES'2001 FLRCSB J3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT * BASE AS -BUILT Winter Base Points: 6414.3 Winter As -Built Points: 9759.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6414.3 0.6274 4024.3 9759.9 9759.9 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4608.3 4608.3 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeOIFIaRES'2001 FLRCSB J3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 2105.0 5.86 2220.4 Single, Clear S 12.0 2.0 36.0 7.73 2.29 637.5 Single, Clear E 1.5 2.0 42.0 9.96 1.11 466.3 Single, Clear N 1.5 2.0 48.0 12.32 0.99 586.2 Single, Clear W 1.5 2.0 60.0 10.74 1.07 689.5 As -Built Total: 186.0 2379.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 168.0 1.80 302.4 Concrete, Int Insul, Exterior 4.0 1667.0 3.35 5584.4 Exterior 1667.0 2.00 3334.0 Frame, Wood, Adjacent 11.0 168.0 1.80 302.4 Base Total: 183S.0 3636.4 As -Built Total: 1835.0 5886.8 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 33.0 7.60 250.8 Exterior 33.0 5.10 168.3 Base Total: 33.0 168.3 As -Built Total: 33.0 250.8 CEILING TYPESArea X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2105.0 0.64 1347.2 Under Attic 30.0 2105.0 0.64 X 1.00 1347.2 Base Total: 2105.0 1347.2 As -Built Total: 2105.0 1347.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 194.0(p) 1.9 368.6 Slab -On -Grade Edge Insulation 0.0 194.0(p 2.50 485.0 Raised 0.0 0.00 0.0 Base Total: 368.6 As -Built Total: 194.0 485.0 INFILTRATION Area X BWPM Points Area X WPM = Points 2105.0 0.28 589.4 2105.0 -0.28 589.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB J3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 41648.3 Summer As -Built Points: 36049.9 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 36049.9 1.000 1.087 x 1.150 x 0.90) 0.284 0.950 10948.9 41648.3 0.4266 17767.2 36049.9 1.00 1.125 0.284 0.950 10948.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeDIFIaRES'2001 FLRCSB W3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILTFGLASSPESditionedXBSPM = Points Overhang or Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 2105.0 25.78 9768.0 Single, Clear S 12.0 2.0 36.0 44.66 0.48 764.0 Single, Clear E 1.5 2.0 42.0 59.31 0.61 1509.3 Single, Clear1 N 1.5 2.0 48.0 27.96 0.77 1029.5 Single, Clear W 1.5 2.0 60.0 53.47 0.62 1973.8 As -Built Total: 186.0 5276.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 168.0 0.70 117.6 Concrete, Int Insul, E)derior 4.0 1667.0 1.20 2000.4 E)derior 1667.0 1.90 3167.3 Frame, Wood, Adjacent 11.0 168.0 0.70 117.E Base Total: 1835.0 3284.9 As -Built Total: 1835.0 2118.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 E)derior Wood 33.0 7.20 237.6 E)derior 33.0 4.80 158.4 Base Total: 33.0 168.4 As -Built Total: 33.0 237.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2105.0 2.13 4483.7 Under Attic 30.0 2105.0 2.13 X 1.00 4483.7 Base Total: 2105.0 4483.7 As -Built Total: 2105.0 4483.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 194.0(p) 31.8 6169.2 Slab -On -Grade Edge Insulation 0.0 194.0(p 31.90 6188.6 Raised 0.0 0.00 0.0 Base Total: 6169.2 As -Built Total: 194.0 6188.6 INFILTRATION Area X BSPM Points 1 Area X SPM Points 2105.0 14.31 30122.E 2105.0 14.31 30122.6 EnergyGauge® DCA Form 600A-2001 EnergyGaugeg/FlaRES'2001 FLRCSB J.3.22 RIGHT,J WORKSHEET Entire House E. C. Waters Inc. 1405 N. Forest Ave., Orlando, FI 32803 Phone: 407-894-5989 Fax 999-555-2121 J: /tn to. 1 Name of room Entire House Blagg14MANUAL2Lengthofeosedwall2105ft 2105 ft 3 Room dimensions 0.0 x 0.0 ft Ceiings Condit Option 8.0 ft Id 8.0 ft heat/cool TYPE OF C HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg fl2) Htg Clg OF) Htg I Clg Htg Clg Htg I Clg 5 Gross a 14B 4.0 2.1 16672 16672 Exposed b 13N 2.6 0.9 168 168 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f 0.0 0.0 0 0 6 Windows and a 113 29.3 186 5442 186 5442 glass doors b 0.0 0 0 0 0 Heating c 0.0 0 0 0 0 d 0.0 0 0 0 0 e 0.0 0 0- 0 0 f 0.0 0 0 0 0 7 Windows and North 29.4 126 3704 126 3704 glass doors NE/NW 0.0 0 0 0 0 Coding E!W 87.4 60 5244 60 5244 SE/SW 0.0 0 0 0 0 South 0.0 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 10D 12.9 9.9 33 425 328 33 425 328 1 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.0 2.1 16453 66338 33880 16453 66338 33880 exposed b 13N 2.6 0.9 168 435 157 168 435 157 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 01 0 0 10 Ceilings a 16G 0.9 1.4 2105 1945 2918 2105 1945 2918 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 22.7 0.0 194 4400 0 194 4400 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 0.0 0.0 219 0 01 219 0 0 13 Subtotal loss=6+8. +11+12 78986 78986 Less external heating 0 0 Less transfer 0 0 14 Duct loss 5 OA 3949 50A 3949 15 Total loss = 13+14 82936 82936 16 Int. gains: People @ 300 0 0 0 0 Appl. @ 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 46231 46231 Less external cooling 0 0 Less transfer 0 0 18 Dud gain 100/ 4623 10° 4623 ry 19 Total RSH gain=(17+18)•PLF 1.00 50854 1.00 50854 20 Air required (cfm) 2719 V19 27191 27191••••I I••'• Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gl-tsoR Right-Sufte Residential^' 5.0.28 RSR21331 2004-Mar-18 17:01:55 wry Projectissr Pagel RIGHT-J WINDOW DATA E. C. Waters Inc. 1405 N. Forest Ave.. Ortando. FI 328M Phone: 407.894-5989 Fax 999-555-2121 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R Blagg a n s a c n 0 n 1 1 90 1.0 8.0 2.0 1.0 46.4 36.0 36.0 a n e a c n 0 n 1 1 90 1.0 17.0 2.0 1.0 87.4 42.0 42.0 a n n a c n 0 n 1 1 90 1.0 1.6 2.0 1.0 29.4 48.0 0.0 a n w a c n 0 n 1 1 90 1.0 1.6 2.0 1.0 87.4 60.0 0.0 Wnght50ft R4MSulte Residential^' 5.0.28 RSR21331 2004-Mar-18 17:01:55 47&R,*dt.rsr, Pape 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House E. C. Waters Inc. 1405 N. Forest Ave., Orlando, FI 32803 Phone: 407-894-5989 Fax 999-55 2121 0 0 For. Jim Blagg Notes: Design=InfoIrma tion- Weather Orlando, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Building heat loss 82936 Btuh Ventilation air 59 cfm Ventilation air loss 1825 Btuh Design heat load 84760 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area ftHeating Cooling Volume ( ft) 0 0 Air changes/hour 1.2 0.5 Equiv. AVF (cfm) 0 0 Heating Equipment Summary Make trane Trade Efficiency Heating Input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7. 9 HSPF 0 Btuh 0 Btuh 0 OF 2719 ctm 0. 033 ctm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative humidity M 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Stricture 50854 Btuh Ventilation 0 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total sens. equip. load 49837 Btuh Latent Cooling Equipment Load Sizing Internal gains 0 Btuh Ventilation 0 Btuh Infiltration 0 Btuh Total latent equip. load 0 Btuh Total equipment load 49837 Btuh Cooling Equipment Summary Make trane Trade Efficiency 12.0 EER Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 2719 cfm Cooling air flow factor 0.053 cfm/Btuh Load sensible heat ratio 100 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wlrrghtsoft RIWSuite Residential" 5.0.28 RSR21331 2004-Mar-18 17:01:55 Projectl. rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House I E. C. Waters Inc. 1405 N. Forest Ave., Orlando, FI 32803 Phone: 407494-5989 Fax 999- i55-2121 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 1.2 ach x 0 2. Winter infiltration load 1.1 x0 cfm 3. Winter infiltration HTM 0 Btuh / 219 ftz 0.0167 = x 28 OF Winter TD = ft2 Total window = and door area Procedure B - Summer Infiltration HTM Calculation 0 cfm 0 Btuh 0. 0 Btuh/ft2 1. Summer infiltration AVF 0. 5 ach x 0 ft z 0.0167 = 0 cfm 2. Summer infiltration load 1. 1 x0 cfm x 18 OF Summer TD = 0 Btuh 3. Summer infiltration HTM 0 Btuh / 219 ft2 Total window = 0.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0. 68 x43 gr/Ib moist.diff. x 0 cfm = 0 Btuh erocedure u - taumment 5itzma Loads 1. Sensible sizing load Sensible ventilation load 1. 1 x 0 drn vent. x 18 OF Summer TD = Sensible load for structure (Line 19) + Sum of ventilation and structure loads = Rating and temperature swing multiplier x Equipment sizing load - sensible = 2. Latent sizing load Latent ventilation load 0. 68 x 0 cfm vent. x 43 gr/Ib moist.diff. Internal loads = 230 Btuh x 0 people Infiltration load from Procedure C Equipment sizing load - latent Construction Quality is: a 0 Btuh 50854 Btuh 50854 Btuh 0. 98 49837 Btuh No. of Fireplaces is: 0 0 Btuh 0 Btuh 0 Btuh 0 Btuh Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrPghtsoft RightSuile Residerdial- 5.0.28 RSR21331 2004-Mar-18 17:01:55 Projectl. rsr Page 1 181 A/G LAyo L) ,r I-tUtKAL tMtKlitNUY MANAUt:MtNI AUt:NUY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Canpany Use: BUILDING OWNER'S NAME Policy Number James and Paula Blagg BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 613 212 W. 20"' Street CITY STATE ZIP CODE SANFORD FL 32772 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 142, SANFORD HEIGHTS ADDITION, PLAT BOOK 2, PAGE 62 SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: C3 GPS (Type): or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other. O SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82 COUNTY NAME B3. STATE CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of fbodirg) 12117CO045 E APRIL 17,1995 4-17.1995 X NA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C?. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being cr,mrleted - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-ami below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments _ Elevation reference mark used SEMINOLE CO. Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (inducing basement or enclosure) 50.7 fL(m) o b) Top of next higher floor NA ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) 50.4 ft.(m) 00M., o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 49.8 ft.(m) E 2 o f) Lowest adjacent (finished) grade (LAG) 49.4 fL(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 50.2 ft.(m) N o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA 8 J o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME MARK I. LUKE LICENSE NUMBER LS 5006 TITLEMANAGING MEMBER COMPANY NAME HENRICH-LUKE & SWAGGERTY, LLC ADDRESS CITY STATE ZIP CODE SIGNATU DATE TELEPHONE L 03-23-05 407 647-7W FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (IndudV9 Apt, Unit Sure, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. For Irsuranoe Company Use: Polwv Number 212 W. 20TH STREET CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32772 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS LOWEST MACHINERY SERVICING BUILDING IS AIR CONDITIONING EQUIPMENT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are corned to the hest of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordnance can complete Sections A, B. C (or E), and G d this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement GB. Elevation of as -built lowest floor (including basement) of the building is: — _ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions rfll INTY ('11-` F C:-T-^TI:71,IWI,I T' I yv UL_.0 7-1-64- TTYT (r, rry INTY 1,1111YIPPR'n I INTT A T) T) P P- q cz 24 1— \N 9.() F%. yj ll::- LANf,',4L1.) VV? '501; DIV- PI AT vinnv. 2-PI AT r, nf.) I" PA('11 - JA1'AP__S AAPAVEI/\- 13"&C- 102, JBCL.61AN wAY_SAA)FosXo (_L 12-773 1, 141-117r. 34M(S AAPAdA 1- - Ay) T)Rr5;-,: I b J.- -0 Pj _32-7_73 j\ r\I po v ANT) 1151F r * ATi=,f,,ni;!y t oo, v T)-+.' TYPE WORK T)FSrRTPTTnNt M.t, ho i BFNFF T T P I IN T T RATP PI R it X TYF'I'= T(ITAI . T)l 11: TYFT DIST F_JE'Dtjj. F7. M_-Rr. I IN'I'T ROADS) dW1 unit 14 705.00 70'b .00 ARTERIALS CO--W'EDI= 0 ROADS 142. 00 142.00 COLLEC TORS NORTH d w I Lk II i IL $ L 1BRARY CO -WIDE 0 CjW3. Unit $ 54.00 1 $ 54.00 SCHOOLS CO --WIDE_ 0 dwl Lkl')i-t $1.384.00 1 $ 1..384.00 AMOUNT DUE $ 2.285-00 STATEDIL.. 111T IrO::: C;E]:VE:.D r3y: JAMRA G)-A" SIGNATURE.: 1:11 FARIZ: PR,r.l.4T NAMI_ ) V o NOTE TO I-,I'zf-FTVTIlr, 'RTRIIATr1IRY/AI='PI TrANTT FATI IIRI- TF1 Nf-IT-rry nuI,-ji*:*I-.e (,..NI-4y) I:::N1, 3l..JRE TIVIEL.Y PAYMENT MAY RESUI..T TN yCjjli;:• I i,Awri 'fTY F(IR THF FFF, DISTR*I* Pt.ITmmt 1 -rfll INTY _rvy-y 4 A" I'll INTY Nf1T1=)K* - 1-5, A RT6TFVIFNT CIF FFF R WH T ("H ARI,: AY) VI F,FM THAT TI-H R rdz, ni ii':' ANY) 1=14Y41:41''I'nRTf') I^Fif,P I'll= 6 r4i I*FI n'I'Mf. 1--1:71r.-MIT I cm AT)VT5,r'1) THAT ANY ;:,MHTS nr-- THS' . Appl m r1IjNPR_ Tn f* Ar,r,l*-Al TH'I= r^I rill e.%-r-rnNq f-jI:- TWIL- Tr4RAiz-y c:ZYQTI7IA Aljn/nR EDLJlF'AT' I:F)NAI. (qrl-inni ) rrtr,Ar.T F-Fpp, rll IqT PP.- p, y p* Fz r,r q Fm 14Y VTI TNr, A wR, . ri"rpN Ri7n1117qT ILITTI.4'r11 45 ('^1 T)Ayq f11, 7141- IZ. IZ VI, I'l f1 MFII I ATF-P THAN F'Vr,,T T F 1'r.ATW ni:7 nr,r,.ilr,AF4r,y riv,, Fjf-r. IIPANrY_ THP pPnIIPRT Pfllq' j;.I*:'5j'rI'-I,I IIII(Q-T 1111=17T TI-IP INTY I ANT) I)F'VF:'l nP'MFI,JT rr)T)r:' . nP THr' pill Pq r;F1VFPNTF4R, PPI"Al MAY v( p r,*rrvr--n ltP np ll'*'qTl*-n i=iz,nl,l T1.417 PI AN I PTF",, qT c,^Fjr.,rm7). Fl r)F,,TYN^ I7,AYI11. FNT qH(Illl T) T41- ilAnl:Tf*I t f—rTy nP q^NP(IRT) Fill'il TYH%lf'4 T)F:"PARTIyIFNT cZ^I, II:.,f,W.Y,1 1:71 pAylvilz"HT c,WnIll'T) PP ray CAI-, ('11::-MrO nh,n C%ucnl 11 n -7- 1 17* F,'TATF- MF--I,IT KII ll,IT:4pre ANy) r'I'T Y V41 I I'l T)'I* IJ f": T NI IMPr'R AT TI--IP* TrIP I 171= T' VIP TI-4P 5,TATp- 1,1F:wT rc, mm -r.n rim y *m rnm.1liwr'T,rnKj WTT4.1 Tc%,c',1IA-KIf,,P.- nr-- 4,**w dew** CC) oco THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: James Blagg 102 Belgian Wayy Sanford, FL 32773 NOTICE OF COMMENCEMENT Prepare in duplicate) ehlIAMLE COUNTY --- "r Wfcu1T COURT BR 05303 PS 0732CLERKS # 2004073985RECOWDe5/13jL*q% #9145418 AN RECMRDe BY L 6. M MN(inl y The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. DescripPtion of property Lot 142 Sanford Heights Addition, Plat Book2, Page(s) 62 & 63, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): James Blagg Address: 102 Belgian Wey Sanford, FL 32773 Owner's interest to site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor:.Owner Builder Phone #: 407-302-9687 Fax #: Address: 102 Belgian Way Sanford, FL 32773 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(I)(a)7, Florda Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): By:_James Bla STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this /D day of / r 2004byJamesBlagg, owner of above mentioned property. He is persona y known to me. Notary Public, State and County Aforesaid OFFICIAL :1'•7rARYSEAL P'A'IRI:. :! .TON NOTARY110,iLK::>rAT.'•1 a.OKIDA 0 CON:.!S?IOiV KQ r,0134330 i MYCOMM!SS!ONEXP. JULY26XMiignatureNotarySeal CITY OF SANFORD PERMIT APPLICATION Permit # : C)IA r Date: .1'—/ 3— 04' Job Address: Z/ Z W . Za Dui ET Description of Work: N (W (,1-1 h) S t X\) (--"(J Q N) S/ /I/ 6 IL C-A N/LI iMI%J P Historic District: )V 11 Zoning:: RAA Value of Work: Su O Fi 0 0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 2,Q f1 Addition/Alteration Change of Service Temporary Pole _,/ Mechanical: Residential V Non -Residential Replacement New 1/ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2- Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footagfte: k.2=9 (41 Gonstructi"ontiTypei-L.1I-.# of Stories: j- # of Dwelling Units: Flood Zone: Y (FEMA form required for other than X) Parcel q: 3 r, — 14 — -5 Q — U — 77 — i 7- (Attach Proof of Ownership & Legal Description) Owners Name & Address: a A M C. -, A 4 PA & MIP tl [4/G_ _ Contractor Name & Address: State License Number. Phoned, r--• — Bondlnp 1 Address Mortgage Address: Architect Address: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. Z/-?-2S-314/ OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 ermit is verify io that l will notify the owner of the property of the requirements of Florida Lien Law, FS 713. NA 1 a ZU nature of Owner/A 11, Date Signature of Contractor/Agent JAME, 92-A (r Prinl`Owner/Agent's Name n Print Contractor/Agent's Name taryState of Flo •da Date DEBBIE BLANTOW MY COMMISSION # DD 188491 cYataES: February 25.2007 Date Signature of Notary -State of Florida Date — r+wnevxgent rs to Me or t( soo OTPfliducedF , Contractor/ Agent is _Personally Known to Me or t M 4i3 ' q6 S- O _ Produced I D APPLICATION APPROVED BY: Bldg: ?16 k , L1 Zoning: F T Utilities: Q FD: Initial & Date) (Initial & Date) (Initial Date) (Initial & Date) Special Conditions: -r , f AOIL, lA ee}`.' 5-CSa,ke L .. loT C1eoe loe94 d s . 4 N{...tr .n siC 1 14 5'1 4. 0. Su CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, 3 AM r_ S A , B LA & Cr , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 10y t3 2ot A- wner udder gnature Date 4 Mr s A . 8L-Acr+, Print Owner/Builder Name DEBBIE BI ANTON MY COMMISSION # DD 1884.91 EXPIRES: February 25, 2007NOrARYFL Signature of Notary —State of Florida Date Owner is Personally Known to Me or has Produced ID F h L- A, y 16- L/L// -` J- qC.9- O e" . r L-12-V0y CITY OF SANFORD BUILDING DIVISION OWNEWBUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. 1, J A M GS la . W-A(rl/' do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by lacy on the permitted structure. AJPME/ 13 v cr/Builder S ' Date JAlVifS A-&ACrl., Print Owner/Builder Name DMMBSI MEXPRES: oe DOON Sig ature of Notary —Slate of Florida Date TARY Feb"'e'Y2s 99j orary Olxoum 2 07 hoc. Co. Owncr is Personally Known to Me or has Produced ID pi) I_ (ydy- yy/-'/3- IfVp - 12-/Lgl0`/ ST J CO2 TRC?!_ V', a! !/roam Sentricon* Colony Elimination System Pretreatment Plan Agreement Dace of Install : Contract Number dime Address. i WAN C(t/State/Zip D. Phone S, Email 40 7- T67 —9J1 Quarterly Payment Amount 1. First payment due on the Install Anniversary Date) Any payment deemed 30 days past due tivlll result In the cancellation of this Warranty and Justify removal of the Sentricon System. Name JAN GS AA, BLACye, Address City/State/Zip Phone & Emall INSTALLATION ADDRESS: 21 Z W. SPECIAL OR A.DDITIONAL.COMMENTS NOTIFICATION STICKER LOCATED: Ru t-r- DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex tivlllarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborAndmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditlonalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGRE00VEFNTHERELATIONSHIPOFTHEPARTIES. EMENT SHALL Apex Representative Signature Date Customer or Agent Signature Date. Apex Pest Control Inc.) (Apex) will, In substantial compliance with fill federal, state, and local laws, rules, and re ulatlallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: g ons, andI install Sentrlcon* stations (the Stations) In the soar around the outside perimeter of the'structure(s), 2. monitor those Stations for twelve months from ttie date -hereof; 31 during those years, add Recruit* termite balt and rerhove it4. during those years, Inform theZustomer of: from the Stations as appropriate; anda. any new or Increased termite Activity. noted at the Stationsb, any addition or. removal of Recruit* of Recruit* termite bait; andc any observed 'effect of the Sentricon Colony Elimination System (Sentricon) on termite activityTheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the termagreement forfter g on. The Sentricon the fifth year, and each year thereafter, Apex period) Payable o to revise t e end f the previous monitoringsandconditions of this per %,car, q rly payment amount, notgto exceedl0%, The Customer warrants full cooperation with Apex during the term of this Agreement, and abaitedfreefromanyfactorscontributingtolnfestatlonsuchaswood, trash, lumber, direct wunderpiertypestructure, or as noted In "Special or Additional Comments" agrees to maintain the arca(s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the wood -soil contact, standing water. the area(s) balled. b no time will damage caused to an The Customer also agrees to notify Apex of andInsectInfestation, bane be the o time will of Apex u areas where any ( s the conditions de roof or otherwise Into, onto, or undery re Piny f e the conditions describedeven by an active wood destroyingOfApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomerscribedinthisParagraphexist, FailureDISCLAIMER; COMPANY DISCLAIMS ALL OTHER yyA AN s responsibility under this paragraph. INCLUDING STATUTORY W TIES, MERCHANTAgII,ITY, FITNESSA FpR TIES, AND PECIFICALLY DISCLAIMS EXPRESS OR IMPLIED, FURTHER, COMPANY HAS MADE NO PURPOSE, OR W ANY IMPLIED `''ARFtAINTES pgSERvICEPROVIDEDMATIONOFFACTORPROMISERELATINGOFWORI{MANLIKE SERVICE.' Customer expressly waives And releasesUeHEREUNDERDER any ialmHAS any laTED OR L' iE-PRODUCT ORnegligence, torts, personal Injury, AMOUNTED TO AN EXPRESS W1ry, death, viola of any statute, rule, or regulation, loss of use, dtml ut ARRANTYcompensatory, Ihcidental, consequenttfil, exem la t+ or regulation, rntlon or other legal event shall Apex be liable for any Amount greater that amoun g Proceeding against Apex forexemplary, punitive, aid b liquidated, treble, or special damages If any kind, andInnc) tpaidbytheCustomertoApexfortheservicetobeperformed. o SENSITIVITY/PHYSICAL FACTORS' Customer understands and agrees that (1)it Is the responsibility of all family members, vlsltors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any•ailergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. I, DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer co retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 1. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will, (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(noter Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet recclved; (4)If the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different -form of termite profectlon, refund to the Customer an amount equal to the fee paid for services not yet received, andt(S)retrleve, or advise DoWElanco-or Its representatives where to retrieve, the Components from the Customer's premises, and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed on (2) to any termltieide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any pan of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice., terminate this Agreement and pursue all other avallable remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertalr>s to the services promised herein, Apex reserved the right, to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuelJor matert ils, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not btresponsiblefor; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterntlons: Mtermlte damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have beerrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding lltlgatlon, In the event of any dispute arising hereunderCustomeragreestosubmitthedisputetotheleastexpensiveprocedureofarbitrationInaccordancewiththerulesandproceduresfocommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and in accordance with and subject to all th provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Thproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or i- des gnee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators Nvibefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bnsiandnotnclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the panics arnootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement andrelievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further damage to Properfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writingTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identif. Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was requcs: by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its cffetitive date. After tInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex %Ylthinthirty) days of the transfer of the treated Property. Trademark of DoWElane0 Brevard Area Orlando Area508SPlumosaSt. 7006 Stapolnt Ct. #C Tampa/Sarasota Area Merritt Island, FL 32952 Wlnterpnrk, FL 32792 5314 Faulkenburg Rd N 407-459.2847 407.858.0540 Tampa, FL 33510 800.929.2847 888-764.2847 813.221.2847 877-459.2847 l BOUNDARY SURVEY FOR: o19/VES /9, 4gGAGC DESCRIPTION: LOT 142. SANFORD HEIGHTS ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGES 62 AND 63 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 116 REC.1/2"I.R. No/) N 89'53' 25" 14' Alley, r J Plat —Open, lrt F4nce Coro.r, 2.2'S. 0.B'w. motel Roc11 a 141 Edge or/ lS MEa 1 7 JROtril)lbO4 i OEAD REMOVE 117 53•P. 00 E 53. 12M. To aP, Pol-G 142 AFL ET / 8'.R.(L.S13764) LLS REC.1/2"I.R.(L.S. 331130.50'E. Qgly ' 1 Slab f F U. O W Z a 3 4I ci W O= I a xW 0: O METER BASE i+ 200 AMP 4TOV A/c UQIT =ch PALM KEEP I- Z 141 PIAIES e 10 I W J rw 3 F• c• Cot 7;w IL ,00 Z,ao i,o1 0 W 0. 1 w. p 0 0a-OAK 3rDIA, d I o CT 1(G 5P N 89'54' 50" E .5 a'30- M. SET 5/8'I.R.(L.S.3764)W NO/) S3'P: , LSO REC.1/2'I.R.(L.S. N 1 382) 0.48'E. N PPC0PQS5D CVR$ CVT 20TH. STREET PUBLIC R/W-OPEN,PAVED) AODRES5: Z12 W• ZQTH.STRBE'f z OV W W LA m a V1 03aW W aWC4 VN za - m N N SCALE.: 1"=30' DATE OF: BOUNDARY: 2-17-04 FOUND: FINAL: x N C 1. THIS PROPERTY LIES IN FLOOD ZONE "K', PER SWAGGERTY LAND F.E.M.A. FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL INC. NUMBER 120294 0045 E. DATED APRIL 17, 1995. SURVEYING, LICENSED BUSINESS No.4Y06 2. TITLE DATA HAS NOT BEEN FURNISHED TO THE SURVEYOR. 1450 KASTNER #LACE, SUITE 100 3. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. Box 23 P.O. FLORIDAJ2772- 2384 SANFORD, 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. 407) 322-4630 FAX (407)322-8011 5. THIS PROPERTY LIES IN SECTION 36. TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA. ABBRE VIA TIONS: CERTIFIED CORRECT TO: REC. DENOTES RECOVERED C.B. DENOTES CONCRETE BLOCK C. M. CONCRETE MONUMENT W.F. WOOD FRAME I. P. IRON PIPE RES. RESIDENCE I. R. IRON ROD CONC. CONCRETE P, CENTERLINE A.C. AIR CONDITIONER R/ W RIGHT-OF-WAY UTIL. UTILITY R.) RADIAL DRAIN. DRAINAGE I HEREBY CERTIFY THAT THE SURVEY SHOWN N.R.) NON -RADIAL ESMT. EASEMENT HEREON WAS MADE IN ACCORDANCE TO THE R.P. RADIUS POINT L.S. LICENSED SURVEYOR MINIMUM TECHNICAL STANDARDS' FOR LAND P. C. POINT OF CURVATURE L.B. LICENSED BUSINESS SURVEYING IN THE STATE F FLORIDA CH. P.T. POINT OF TANGENCY P. PLAT 472.027 A CH. 61 17 P. R.C. POINT OF REVERSE M. MEASURED E D. DESCRIPTION GATE: Z-04.04 P.C.C. PONTCURVAOFRCOMPOUND C. CALCULATED MARK. I. LUKE PSM/5006 CURVATUREn' 1 BOUNDARY SURVEY FOR: I:/AlW46S A. 464AG6 DESCRIPTION: LOT 142. SANFORD HEIGHTS ADDITION. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2. PAGES 62 AND 63 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA. 115 116 117 REC.t 2'I.R. 33P. No/ N 89'53' 2S' E 53. 12 M. LOT F3302) 3/6'1.R.(L.S.3764) 14' Alley. Per REC.1/2'I.R.(L.S. Plat -Open. DJrt g =; " 0.30•E. ne• Corner _ Meth RMI Over" s 0 143 ; O_ b LLoEZ one• 0.97. s g,C 1 J F NEC. 2'1.R. 1N 89'34' SO" ENOW a N g h 3t 141 4 4 g I I !r I N i0 211' - 53. 3G' AL SET 3/8'I.R. (L.S.4764) 331P. ALSO REC.1/2'1.R.(L.S. a3382) 0.46'E. a 20TH. STREET PUBLIC R/w-OPEN.PAVED) O W Z 1 C i 1 VI 0: F'oov Z+ Ia 1.. O O0 O WNIII CDIA w W 1/1 tJ N Ir: WO 0) N N SCALE:1"=30' DATE OF: BOUNDARY: 2-17-04 FOUND: FINAL: L THIS PROPERTY LIES IN FLOOD ZONE 'X'. PER SWAGGERTY LAND F.E.M.A. FLOOD INSURANCE RATE YAP. COMMUNITY -PANEL SURVEYING. INC. NUMBER 120294 0048 E. DATED APRIL 17. 199S. LICENSED &VfM S$ 100.4904 2. TITLE DATA HAS NOT BEEN FURNISHED TO THE SURVEYOR. ME0 NASTNER PLACE, Kai 100 J. UNDERGROUND IwROVEMENTS HAVE NOT BUN LOCATED. P.O. sox 230/ 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. 07)322--i6MFAA1A Y (40?)322-"Il 8. THIS PROPERTY LIES IN SECTION 36. TOWNSHIP 19 SOUTH. RANOE 30 EAST. SEMINOLE COUNTY. FLORIDA. ABBREVIATIONS: CERTIFIED CORRECT TO. REC. DENOTES RECOVERED C.B. DENOTES CONCRETE BLOCK C.Y. CONCRETE MONUMENT W.F. WOOD /RAME I.P. IRON PIPE RES. RESIDENCE I.R. IRON ROD CONC. CONCRETE r CENTERLINE A.C. AIR CONDITIONER w RIGHT-OF-WAY UTIL. UTILITY R.) RADIAL DRAIN. DRAINAGE I HEREBY CERTIFY THAT THE SURVEY SHOWN N.R.) NON -RADIAL MT. EASEMENT HEREON WAS MADE N ACCORDANCE TO THE P. RADIUS POINT L.S. LICENSED SURVEYOR MINRIUM TECHNICAL STANDARDS' FOR LAND P.C. PONT 0/ CURVATURE L.B. LICENSED BUSINESS SUIt 4 N THE STATE FLORIDA CH. P.T. POINT 0/ TANGENCY P. PLAT. A CH. 81 7P.R.C. POINT OF REVERSE M. MEASUREDCURVATURED. DESCRIPTION 4,2021. DATE: P.C.C.POINT OF COMPOUND C. CALCULATED LUK[CURVATURE PSM/b006MEMNON 4 .} First American Title Insurance Company 870 Sun Drive, Suite 1072 Lake Mary, Florida 32746 Ph. (407) 321-5449 / Fax. (407) 322-4096 February 17, 2004 James A. Blagg and Paula K. Blagg Lot 142 Sanford, FL 32771 RE: File Name: / Blagg Property Address: Lot 142, Sanford, Florida 32771 File No.: 2022-432441-0716 Please find enclosed the final policy of title insurance for the above captioned property. Please keep this document with your permanent records for this property. The original recorded documents will be returned to you after recording. Please remember, if this property qualifies for and you intend to file for homestead exemption for tax purposes, you must do so prior to February 28, 2004. You must apply for this exemption in person at the County Property Appraisers Office. We thank you for the opportunity to be of service to you, In the future should you have any title Insurance needs, we hope you will allow First American Title Insurance Company to be of service to you again. If you have any questions or concerns or need anything further, please do not hesitate to contact this office. Sincerely, Closing Team First American Title Insurance Company FATIC 524 Policy No.: FA-35-2022-432441 Policy of Tide Insurance ft a aRi 4 ?+ ISSUED BY First American Title Insurance Company SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, herein called the Company, insures, as of Date of Policy shown In Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the Insured by reason of: 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Company will also pay the costs, attorneys' fees and expenses incurred In defense of the title, as Insured, but only to the extent provided in the Conditions and Stipulations. First American Tide Insurance Company By '` o President V AMest.• 1q / xd,,t 4 Oflj,Y Secretary O 2000 The First American Corporation. All Rights Reserved ALTA Owner's Policy (10-17-92) (WIth F/odda MadiAgdons) COMMERCIAL RESIDENTIAL NEW HOME SALE RESALE FORECLOSURE OTHER SCHEDULE A Issuing Office File No. 2022-432441-0716 Policy No. FA-35-2022-432441- 0716 Date of Policy: 02/17/2004 Amount of Insurance: $ 28,750.00 or the date of recording of the instrument executed at closing vesting title in the insured, whichever is later) 1. Name of Insured: James A. Blagg and Paula K. Blagg 2. The estate or interest in the land which is covered by this policy is: Fee Simple 3. Title to the estate or interest in the land is vested in: James A. Slagg and Paula K. Blagg 4. The land referred to in this policy is described as follows: See Schedule A attached hereto and made a part hereof By: First American Title Insurance Company J as Vice President of First American Title Insurance Company Schedule A (Continued) Issuing Office File No.: 2022-432441-0716 Lot 142 of "SANFORD HEIGHTS" ADDITION to Sanford, according to the Plat thereof as recorded in Plat Book 2, Page(s) 63, of the Public Records of Seminole County, Florida. SCHEDULE B Issuing Office File No. 2022-432441-0716 Policy No.: FA-35- 2022-432441-0716 EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Any rights, Interests, or claims of parties in possession of the land not shown by the public records. 2. Any rights, interests, or claims affecting the land which a correct survey would disclose and which are not shown by the public records. 3. Any lien for services, labor, or materials in connection with improvements, repairs or renovations provided before, on, or after Date of Policy, not shown by the public records. 4. Any dispute as to the boundaries caused by a change in the location of any water body within or adjacent to the land prior to Date of Policy, and any adverse claim to all or part of the land that Is, at Date of Policy, or was previously, under water. Taxes or special assessments not shown as liens in the public records or in the records of the local tax collecting authority, at Date of Policy. 6. Any minerals or mineral rights leased, granted or retained by prior owners. 7. Taxes and assessments for the year 2004 not yet due and payable and subsequent years. NOTE: Exception(s) numbered 1, 3 and 5 above Is/are hereby deleted. 8. Restrictions, dedications, conditions, reservations, easements and other matters shown on the plat of "SANFORD HEIGHTS", as recorded In Plat Book 2, Page(s) 63, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). 9. Terms and provisions of all agreements and franchises pertaining to the cost, installation, operation and maintenance of gas, water and/or sewer facilities. Issuing Office File No.: 2022-432441-0716 Note: All of the recording information contained herein refers to the Public Records of Seminole County, Florida , unless otherwise indicated. Any reference herein to a Book and Page Is a reference to the Official Record Books of said county, unless indicated to the contrary. Notices - Where Sent All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this policy and shall be addressed to the Company, Attention: Claims Department, 1 First American Way, Santa Ana, CA 92707. service, umain ana AvaII0101111ty First American Title Insurance Company cares about its customers and their ability to obtain information and service on a convenient, timely and accurate basis. A qualified staff of service representatives is dedicated to serving you. A toll -free number Is available for your convenience In obtaining information about coverage and to provide assistance in resolving complaints at 1-800-929-7186. Office hours are from 8:30 a.m. through 5:30 p.m. Monday through Friday. EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reasonof: I. (a) Any law, ordinance or governmental regulation (Including but not limited to building and zoning taws, ordinances, or regulations) restricting, regulating, prohibiting or relatingto (1) the occupancy, use, or enjoyment of the land; (11) the character, dimensions or location of any Improvement now or hereafter erected on the land; (III) a separation In ownership or a change In the dimensions or area of the land or any parcel of which the land Is or was a part; or (Iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting fromaviolationorallegedviolationaffectingthelandhasbeenrecordedInthepublicrecordsatDateofPolicy. b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resultingfromaviolationorallegedviolationaffectingthelandhasbeenrecordedInthepublicrecordsatDateofPolicy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded In the public records at Date of Policy, but not excluding from coverage any taking which hasoccurredpriortoDateofPolicywhichwouldbebindingontherightsofapurchaserforvaluewithoutknowledge. 3. Defects, liens, encumbrances, adverse claims, or other matters: a) created, suffered, assumed or agreed to by the Insured claimant; b) not known to the Company, not recorded in the public records at Date of Policy, but known to the Insured claimant and not disclosed In writing to the Company by the InsuredclaimantpriortothedatetheInsuredclaimantbecameanInsuredunderthispolicy; c) resulting In no loss or damage to the Insured claimant; d) attaching or created subsequent to Date of Policy; or e) resulting In loss or damage which would not have been sustained If the Insured claimant had paid value for the estate or Interest Insured by this policy. 4. Any claim, which arises out of the transaction vesting In the Insured the estate or Interest Insured by this policy, by reason of the operation of federal bankruptcy, state Insolvency, or similar creditors' rights laws, that R Is based on: a) the transaction creating the estate or Interest Insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or b) the transaction creating the estate or Interest Insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: 1) to limey record the Instrument of transfer; or II) of such recordation to Impart notice to a purchaser for value or a judgment or lien creditor. 1. DEFINITION OF TERMS. The following terms when used In this policy mean: a) "Insured": the Insured named In Schedule A, and, subject to any rights or defenses the Company would have had against the named Insured, those who succeed to the Interest of the named Insured by operation of law as distinguished from purchase Including, but not limited to, heirs, distributees, devisees, survivors, personal representatives, next of kin, or corporate or fiduciary successors. b) "Insured claimant": an Insured claiming loss or damage. c) "knowledge" or "known': actual knowledge, not constructive knowledge or notice which may be Imputed to an Insured by reason of the public records as defined In this policy or any other records which Impart constructive notice of matters affecting the land. d) "land': the land described or referred to In Schedule (A), and Improvements affixed thereto which try law constitute real property. The term "land" does not Include any property beyond the lines of the area described or referred to In Schedule A, nor any right, title, Interest, estate or easement In abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing herein shall modify or limit the extent to which a right of access to and from the land is Insured by this policy. e) "mortgage: mortgage, deed of trust, trust deed, or other security Instrument. f) "public records": records established under state statutes at Date of Policy for the purpose of Imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. With respect to Section 1(a)(lv) of the Exclusions From Coverage, 'public records' shall also Include environmental protection liens flied In the records of the clerk of the United States district court for the district In which the land Is located. g) "unmarketablilty of the title": an alleged or apparent matter affecting the title to the land, not excluded or excepted from coverage, which would entitle a purchaser of the estate or Interest described In Schedule A to be released from the obligation to purchase by virtue of a contractual condition requiring the delivery of marketable title. 2. CONTINUATION OF INSURANCE AFTER CONVEYANCE OF TITLE. The coverage of this policy shall continue In force as of Date of Policy In favor of an Insured only so long as the insured retains an estate or Interest In the land, or holds an Indebtedness secured by a purchase money mortgage given by a purchaser from the Insured, or only so long as the Insured shall have liability by reason of covenants of CONDITIONS AND STIPULATIONS continue In force In favor of any purchaser from the Insured of either (1) an estate or Interest in the land, or (11) an Indebtedness secured by a purchase money mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY AN INSURED CLAIMANT. The Insured shall notify the Company promptly In writing (1) In case of any litigation as set forth In Section 4(a) below, (11) In case knowledge shall come to an Insured hereunder of any claim of title or Interest which Is adverse to the title to the estate or Interest, as Insured, and which might cause loss or damage for which the Company may be liable by virtue of this policy, or (111) If title to the estate or Interest, as Insured, Is rejected as unmarketable. If prompt notloe shall not be given to the Company, then as to the Insured all liability of the Company shall terminate with regard to the matter or matters for which prompt notice Is required; provided, however, that failure to notify the Company shall In no case prejudice the rights of any Insured under this policy unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 4. DEFENSE AND PROSECUTION OF ACTIONS; DUTY OF INSURED CLAIMANT TO COOPERATE. a) Upon written request by the Insured and subject to the options contained In Section 6 of these Conditions and Stipulations, the Company, at Its own cost and without unreasonable delay, shall provide for the defense of an Insured In litigation In which any third party asserts a claim adverse to the title or Interest as Insured, but only as to those stated causes of action alleging a defect, lien or encumbrance or other matter Insured against by this policy. The Company shall have the fight to select counsel of Its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action and shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs or expenses incurred by the Insured In the defense of those causes of action which allege matters not Insured against by this policy. b) The Company shall have the right, at Its own cost, to Institute and prosecute any action or proceeding or to do any other act which In Its opinion may be necessary or desirable to establish the title to the estate or Interest, as Insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provlslon of this policy. If the Company shall exercise its rights under this paragraph, It shall do so diligently. c) Whenever the Company shall have brought an litigation to final determination by a court of competent jurisdiction and expressly reserves the right, In Its sole discretion, to appeal from any adverse judgment or order. d) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding, the Insured shall secure to the Company the right to so prosecute or provide defense In the action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of the Insured for this purpose. Whenever requested by the Company, the Insured, at the Company's expense, shall give the Company all reasonable aid (1) In any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or affecting settlement, and (II) In any other lawful act which In the opinion of the Company may be necessary or desirable to establish the title to the estate or Interest as Insured. If the Company Is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligations to the Insured under the policy shall terminate, Including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation. S. PROOF OF LOSS OR DAMAGE. In addition to and after the notices required under Section 3 of these Conditions and Stipulations have been provided the Company, a proof of loss or damage signed and sworn to by the Insured claimant shall be furnished to the Company within 90 days after the insured claimant shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the defect In, or lien or encumbrance on the title, or other matter Insured against by this policy which constitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Insured claimant to provide the required proof of loss or damage, the Company's obligations to the Insured under the policy shall terminate, Including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such proof of loss or damage. In addition, the Insured claimant may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, Inspection and copying, at such reasonable Ltmes and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Policy, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company to examine, Inspect and copy all records, books, ledgers, checks, correspondence and memoranda In the cvs;tody or control of a third party, which reasonably pertain to the loss or damage. All Information designated as confidential by the Insured claimant provided to the Company pursuant to this Section shall not be disclosed to others unless, In the reasonable judgment of the Company, It Is necessary In the administration of the claim. Failure of the Insured claimant to submit for examination under oath, produce other reasonably requested Information or grant permission to sea re reasonably necessary Information from third parties as required In this paragraph shall terminate any liability of the Company under this policy as to that claim. 6. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY. In case of a claim under this policy, the Company shall have the following additional options: a) To Pay or Tender Payment of the Amount of Insurance. 1) To pay or tender payment of the amount of Insurance under this policy together with any costs, attorneys' fees, and expenses Incurred by the Insured claimant, which were authorized by the Company, up to the time of payment or tender of payment and which the Company Is obligated to pay. 11) Upon the exercise by the Company of this option, all liability and obligations to the Insured under this policy, other than to make the payment required, shall terminate, Including any liability or obligation to defend, prosecute, or continue any litigation, and the policy shall be surrendered to the Company for cancellation. b) To Pay or Otherwise Settle With Parties Other than the Insured or With the Insured Claimant 1) to pay or otherwise settle with other parties for or In the name of an Insured claimant any claim Insured against under this policy, together with any costs, attorneys' fees, and expenses Incurred by the Insured claimant which were authorized by the Company up to the time of payment and which the Company Is obligated to pay; or 11) to pay or otherwise settle with the Insured claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees, and expenses Incurred by the Insured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in paragraphs (b)(i) or (II), the Company's obligations to the Insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, Including any liability or obligation to defend, prosecute or continue any litigation. 7. DETERMINATION, EXTENT OF LIABILITY AND COINSURANCE. This policy Is a contract of Indemnity against actual monetary loss or damage sustained or Incurred by the Insured claimant who has suffered loss or damage by reason of matters Insured against by this policy and only to the extent herein described. a) The liability of the Company under this policy shall not exceed the least of: 1) the Amount of Insurance stated In Schedule A; or, II) the difference between the value of the Insured estate or Interest as Insured and the value of the insured estate or Interest subject to the defect, lien or encumbrance Insured against by this policy. b) (7h/s paragraph dealing with Coinsurance was removed line Ronda pol/dam) c) The Company will pay only those costs, attorneys' fees and expenses Incurred In accordance with Section 4 of these Conditions and Stipulations. 8. APPORTIONMENT. If the land described In Schedule A consists of two or more parcels which are not used as a single site, and a loss is established affecting one or more of the parcels but not all, the loss shall be computed and settled on a pro rate basis as If the amount of Insurance under this policy was dlvlded pro rata as to the value on Date of Policy of each separate parcel to the whole, exclusive of any Improvements made subsequent to Date of Policy, unless it IIahIIIN nr vahre hoc nthenuiaa been agreed upon as to of the Issuance of this policy and shown by an express statement or by an endorsement attached to this policy. 9. LIMITATION OF LIABILITY. a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures the lack of a right of access to or from the land, or cures the claim of unmarketabllfty of title, all as Insured, In a reasonably diligent manner by any method, Including litigation and the completion of any appeals therefrom, It shall have fully performed Its obligations with respect to that matter an shall not be liable for any loss or damage caused thereby. b) In the event of any litigation, Including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title as Insured. c) The Company shall not be liable for loss or damage to any Insured for liability voluntarily assumed by the Insured In settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY. All payments under this policy, except payments made for costs, attorneys' fees and expenses, shall reduce the amount of the insurance pro tanto. 11. LIABILr1Y NONCUMULATIVE. It Is expressly understood that the amount of Insurance under this policy shall be reduced by any amount the Company may pay under any policy Insuring a mortgage to which exception Is taken In Schedule 8 or to which the Insured has agreed, assumed, or taken subject, or which Is hereafter executed by an Insured and which Is a charge or lien on the estate or Interest described or referred to In Schedule A, and the amount so paid shall be deemed a payment under this policy to the Insured owner. 12. PAYMENT OF LOSS. a) No payment shall be made without producing this policy for endorsement of the payment unless the policy has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. b) When liability and the extent of loss or damage has been definitely fixed In accordance with these Conditions and Stipulations, the loss or damage shall be payable within 30 days thereafter. 13. SUBROGATION UPON PAYMENT OR SETTLEMENT. a) The Company's Right of Subrogation. Whenever the Company shall have settled and paid a claim under this policy, all right of subrogation shall vest In the Company unaffected by any ad of the insured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Insured claimant would have had against any person or property In respect to the claim had this policy riot been Issued. If requested by the Company, the Insured claimant shall transfer to the Company all rights and remedies against any person or Property necessary In order to perfect this right of subrogatlon. The Insured claimant shall permit the Company to sue, compromise or settle In the name of the Insured claimant and to use the name of the Insured claimant In any transaction or litigation InvoMng these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Insured claimant, the Company shall be subrogated to these rights and remedies In the proportion which the Company's payment bears to the whole amount of the loss. If loss should result from any act of the Insured dalmant, as stated above, that act shall not void this policy, but the Company, In that event, shall be required to pay only that part of any losses Insured against by this policy which shall exceed the amount, It any, lost to the Company by reason of the Impairment by the Insured claimant of the Company's right of subrogation. b) The Company's Bights Against Non -Insured The Company's right of subrogation against non - Insured obligors shall exist and shall Include, without limitation, the rights of the Insured to Indemnities, guaranties, other policies of Insurance or bonds, notwlthstandlno anv terms or conditions contained In reason of this policy. 14. ARBITRATION. Unlew prohibited by appli®bJe law, arbitration pursuant to the "de Insurance Arbitradon Rukas of the Amertcan Arbitration Association may be demanded if agreed to by both the Company and the lnsure+d. Arbitrable matters may indude, but en not limited to, any controversy or daim between the Company and the Insured arising out of or m&t0ng to this policy, and service of the Company In connection with itr Issuance or the breach of a polky pmvWon or other obllyadon. Arbitatlon pursuant to this poky and under the Rules; in effect on the date the demand 1br arbitration Is made or, at the option of the lnsura4 the Ruk v In effect at Dade of egolky shell be b/ndlny upon the perdeA the award may include attorneys' Bees only if the laws of the state in which the land is located permit a court to award attorneys' fees to a prevalUng prrty. Judgment Upon the award rendered by the Arblbator(s) may be entered In any court havingiurisdicdon thereof. The law of the sltus of the land shall apply to an arbitration under the Title Insurance Arbitrations Rules. A copy of the Rules may be obtained from the Company upon request. 15. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT. a) This policy together with all endorsements, It any, attached hereto by the Company is the entire policy and contract between the Insured and the Company. In Interpreting any provision of this policy, this policy shall be construed as a whole. b) Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or Interest covered hereby or by any action asserting such daim, shall be restricted to this policy. c) No amendment of or endorsement to this policy can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Moe President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 16. SEVERABILIiY. In the event any pmvlslon of the policy Is held Invalid or unenforceable under applicable law, the policy shall be deemed not to Include that provision and all other provisions shall remain In full force and effect 17. NOTICES, WHERE SENT. All notioes required to be given the Company and any statement In writing required to be fumes the Company shall Include the number of this policy and shall be addressed to the Company, Attention: Claims Department, 1 First American Way, Santa Ana, California 92707. M f.DCS '""' Siti...actEtK.:iY,s..ti t.flt35i•'-,s"..ter..r TA:r-a:.aJ,ic l^L.YdaT,"a:.czf!r`52R.r,79:f l5oc.•. _.:7 IMri:S,.•+•R IIF'Yra:,aurr,oKa! J'iiQuR.w•. A First American Title Insurance Company 11 r ,= 11 E I,ys ', SUTEMBEA 24, a S 195E i..ak•.,,fLtt•iN'%r;1a;. I Prepared by Holly Allison, an employee of First American Title Insurance Company 870 Sun Drive, Suite 1072 Lake Mary, Florida 32746 407) 321-5449 Return to: Grantee File No.: 2022-432441-0716 WARRANTY DEED This indenture made on February 17, 2004 A.D., by Dove Builders of Central Florida, Inc. whose address Is: , hereinafter called the "grantor", to James A. Blagg and Paula K. Blagg whose address is: Lot 142, Sanford, FL 32771 hereinafter called the "grantee": which terms 'Grantor" and "Grantee" shall include singular or plural, corporation or Individual, and either sex, and shall include heirs, legal representatives, successors and assigns of the same) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Seminole County, Florida, to -wit: Lot 142 of "SANFORD HEIGHTS" ADDITION to Sanford, according to the Plat thereof as recorded in Plat Book 2, Page(s) 63, of the Public Records of Seminole County, Florida. Parcel Identification Number: 36-19-30-506-0000-1420 Subject to all reservations, covenants, conditions, restrictions and easements of record and to all applicable zoning ordinances and/or restrictions imposed by governmental authorities, if any. Together with all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. To Have and to Hold, the same in fee simple forever. Page 1 of 2 2022 - 432441 And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31st of 2003. In Witness Whereof, the grantor has hereunto set their hand(s) and seal(s) the day and year first above written. Dove Builders of Central Florida, Inc. Signed, sealed and delivered in our presence: Witness Signature Print Name: State of Florida County of Seminole Witness Signature Print Name: The Foregoing Instrument Was Acknowledged before me on February 17, 2004, by Dove Builders of Central Florida, Inc. who is/are personally known to me or who has/have produced a valid driver's license as Identification. NOTARY PUBLIC Notary Print Name My Commission Expires: Page 2 of 2 2022 - 432441 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY — ADMIN P.O. BOX 1788 SANFOR/D, FL 32772-1788 Project Name: Date y/Y Owner/Contact Person: Address: 217 Type of Development: 1) RESIDENTIAL Phone: Type of Units (single family or multi -family): Total Number of Units: 3 f3E " Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", y 1 ", 201, etc.): f REMARKS: 2) N N-RESIDENTIAL Type of Units (commercial, Industrial, etc.): 1 Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1" 2" ,etc.) , REMARKS: cmn CONNECTIONFEE CALCULATION.it.+JL170 a, O A." 7 /, /'04/J/.tcr A.1.5-p 0% A TAB dr 44 3 tl/ G/f/L py f5 G poo. 00 Name - Signature - Dat Ile 1) Water Svstem Impact Fees Equivalent Residential Connection (ERC) -300 Gallons-PerDay (GPD) Residential S65WUnit - Single family structure, or multi -family unit containing three (3) bedrooms or more. . S487. 50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (Ibis category is based on judgment/anumption, estimation that such family units on average require 75%P-225 GPD of the water and sewer service of an average single family unit} Commercial S650/ ERU - Fixtures unit schedule from Southern Plumbing Code Will be used. One ERU will be charged for connection and up to twenty (20) fixtures units. For projects having more that twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixtures units will be rated as 1.25 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer Systems impact Fees Equivalent Residential Connectibns-270' Gallons Per Day (GPD) Residential - S1, 700 Unit - Single Family structure, or multi -family unit Containing three (3) bedrooms or more. S1, 275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (Ibis category is based on judgment/ assumption, estimation that such family units on average require 75% of water and sewer service of an. average single family unit Commercial - Industrial- Institutional S 1,700/ERU Fixtures unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty ( 20) fixtures units For projects having more than twenty 20) units the Impact fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the Cast ERU. (Example: twenty five (25) fixture units will' be rated as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ER14 FIXTURES TYPE DRAINAGE FIXTURES UNIT VALVE AS LOAD FACTORS MINIMUM SIZE OF TRAP( INCHES) Automatic clothes washers, commercial a 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closets, lavatory, bidet and bathtub or showers 6 Bathtub ( b) (with or without overhead shower or whirlpool at hments)' 2 1 '/2 Bidet 2 1 '/4 Combination sink and tray 2 1 '/2 Dental lavatory 1 1 'A Dental unit or cuspidor 1 1 ''A Dishwashing machine, (c )domestic 2 1 '/2 Drinking fountain 2 1 '/4 Floor drains 2 2 Kitchen sink domestic 2 1 M Kitchen sink, domestic with food waste grinder and/or Dishwasher 2 1 '/2 Laundry tray 1 or"2 coin ents 2 1 '/ Lavatory 1 1 'A Shower comDartments. domestic 2 2 Sink 2 1 Urinal 4 Footnote d Urinal, 1 gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets 2 1 y, Water closets, flushometer tank, public or private 4e Footnote d Water clo, ts, private installation 4 Footnote d Water closets, public installation 6 Footnote d For SI: 1 hwh-25.4 min, I gallorr3.795 L a For traps larger than 3 inches, use Table 709.2 b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixttaes unit valve e See sections 709.2 thought 709.4 for methods of computing unit vatve of fixtures pat listed in Table 709.1 or for ruing of devices with intermittent flows.• d Trap size shall be consistent with the fixtures outlet size. - e For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage first fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS Fixture Dram or Trap Size inches Drainage Fixtures Unit Value 1 ' A 1 1% 2 2 3 2% 4 3 5 4 6 Standard Plumbing cod" 0 1997