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Home My WebLink About301 Bay Tree Ct 03-1006 New Construction SFHPERMIT ADDRESS CONTRACTOR ADDRESS I rL PHONE NUMBER PROPERTY OWNER ADDRESS I I a i PHONE NUMBER ELECTRICAL CONTRACTOR UNC MECHANICAL CONTRACTOR 1("� PLUMBING CONTRACTOR�� Cwt► ) MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE .d d d t� SUBDIVISION PERMIT # _�� o DA I E_�, t 29 7, e2ae�► PERMIT DESCRIPTION , 1— PERMIT VALUATION SQUARE FOOTAGE 17101 CERTIFCAT.E OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: `r PERMIT #: 0 3 ✓ t �L� ADDRESS: C CONTRACTOR: PRONE #: 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. ineering d'o ' D- s&�� 'a/'7/0-5 ❑Public Works ❑Utilities ]Fire ❑Zoning C l [I Licensing (1I fA CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) MO SiZe-`t AQUW55 - No �)o 1>, 1-0-r , 401- ca I J-/ 69 . ,e LOJ CERTIF'CAT'E OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT W: 0 ADDRESS: -'�O CONTRACTOR: z�c PHONE #: Lib) - y --�)J i —) (�\\ 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 ublic Works ❑Utilities ❑Fire L r ❑Zoning n l (� ❑Licensing C CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) V: 0 DATE:: -r0' e, PERMIT '#: g. ADDRESS: �-10� CONTRACTOR: PHONE #: 1A 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 10Fire E, n []Public Works 1OZoni(� L g p; tiliti E' 0 Licensing C\) i, CONDITIONS: (TO BE COMPLETED ONLYIF APPROVAL IS CONDITIONAL) ,o ii 6� i, ii LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 15:31:37 Location ID . . . . . . . 245025, Parcel Number . . . . . . 10.20.30.5CT-0000-0040 Alternate location ID . . Location address . . . . . 301 BAY TREE CT Primary related party Type information, press Sequence Code(F4) App Enter. Free -form information Date 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 21103 2.00 CSVC UT BPO -1 0 PD 2-5-03 SEE REC 55 2 21103 21103 3.00 CSVC UT 3/4" WA METER SET FEE 2-5-03 19U-00 REC 5562 211 4.00 CSVC 5.00 CSVC UT UT WA TAP 120.00 PD *** CUST OWES 1300.00 FOR SW TAP *** 21103 6.00CSVC UT ACCT BEING BILLED FOR WA ONLY FOR CONST 31403 71403 7.00 CSVC UT SW TAP 1300.00 PD 7-2-03 REC 5877 8.00 _ 9.00 Special notes 10.00 _ More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel 08/19/09 12:25 FAX 8626229 City Of Sanford Building Division P.O. Box 1788 Sanford, Fl_ 32772-1788 ALTAMONTE SURVEY AmmoNTE SURVEYING AND PL.A7MG, INC. 445 DoUG> As AvL a SUITE 1455 ALTAMON E SPRINGS, FL 32714 RE: 301 Bay Tree Court, Sanford, Fl. 32773 To Whom It May Concern: The Finish Floor elevation of the structure located at 301 Bay Tree Court, Sanford, Florida 32771 a/k/a Lot 4, Block G, Hidden Lake Unit 1-C, according to the Plat thereof as recorded in Plat Book 17, Pages 55-56, Public Records of Seminole County, Florida, meets or exceeds the requirements set forth in the City of Sanford Cade Chapter 6, sec. 6-7 (a). Sincere] Michael W. Solitro DA-7tD ��► (447) 862-7555 9 (407) 562-6229 Pax Q02 08/14/03 10:47 FAX 8626229 ALTAMONTE SURVEY ELEVATION CERTIFICATE bnpaftft IRwd #m kabudkm on pqn 1- T. SECTION A - PROPERTY OWNER MORMATION For k=w=C W%V Ust BLM DM UANC 'S NAME PC" Number SHABBIRHUSSFJN & NAJAMA NURMOHAMED MA DING STREEfADORESS (1rtdrdngApt. Unit Sfie, eedor Bldg, -No.) OR P.O- ROUTH AND BM NO Comp" MAIC NLQrtber 301 Bay Tree Gast CITY STATE W CODE Sarfbtd Florida 32�i PROPERTI' 13&%;F PitoN (tai end Block Nur two, Tax ftsoel Nleltw 50 D woipdon, sea) Lat 4. Blodt Q, Fftdden Lace Ur, d 1-r, Plat Bods 17, Pages 5556 BUILDING USE (mg.. Rosiderrllal,141mm sem, Addi . Acoew , eba Lisa a Comrmvits area, dr y.) to (OPi10NW-) HORIZONTAL DATL * k GP5 t: rypm$ ( -illi -am or ❑ NAD 1427 ❑ NAD 190 ❑ IJSC,S Quad Map ❑ Gaw.. SECTION B - R-= INSIJRANM RATE MAP" M) INFORMATION 81. NFP CCM LM Y NANE & 001016 UN NUMMR 82 OaAm NAME r 89. STATE &ff*1 a 120179 rmni I Florida Q02 Dk wp APO PANFi 47- it(m) 97. F1riMPAN@ WA. (L(tn) 60. Bk%FL=mm (S) NL t 9M 0& S1FfD( M FHM It D oATE EF ECTNEREIASM LATE Ba. FLOOD ZONE (Sl 7A=A0, use *e 0f -, - - ) 1$?779 1D45 E 4070 WA X WA o MLr� mesa= Q ata tie mom l:*m l m (dl -t: j dM or babe flood depth erdeted in 88. ❑ FIS Pfub X RRM ❑ C etll)r De m*w ❑ 0d1er _ B11. trt22110 QtedftM'ion dAwn used abrahe WE in ER X NGVD 1929 ❑ NAW 19M ❑ Oater (Dowftx _ B121s Cts tara+ring Ir lad a Caaed Barrer Resotytaas S�s1en (C6R5) a� orOtllelwise Ptoie�d Alae (t�A}7 [] Yes X Na Dmovim 0ale SECTION C - RLDM ELEVATION @:OiMATION REQIFM)) C1. &id>g dwakm ate besed arc ❑ Calstrtictim Dreryi W ❑ Bolding Unde>i Cottsftudial' X R§ had QW0t hm 'A now Bwatim to gcm� A he mgmW when cans w*n d tate MOM is cot Oeie. C2 DA" DAM Ls being f m plain d -see pages 6 and 7. y no dtagran aoarA* rr the hildin Ro" a dmich urphubwaptO C& Bevirls� —imr=s A1Affi. AE Ali A Se W4 V!; V1 -V30, VW B E7. AR. AWA, M AE, AR(A14jaO AWAH. AR/AD Camp(ete Nara C&aa hdntr aa,rcig io aha Wldrg dIU'an died in I<atn C2 cmve rte daorn used 8 the daitm rfterd icor (he datLm usediorflte BFE an Secim Q mrnlet the dahm>a hdumd ird a BFE Slow&W maesl wwt ar d M= Mwmim gym. Use flte space pawrW ar ft Conchal$ aea d Sucdm D a Sedlat G, m apprmr im to doartleyd the dmm'=mya� n_ Dakm NG'VO OM Cm ambr, nal _ Omdm min n retic teed Does the draft rctertm mark red appmr en the FRW ❑ Yes X No 2PVdh09an4=(axitgi mwa taravkmM 47- it(m) b)Topafmdlti wtw WA. (L(tn) ani d Balm dbw9t htxi2m ' shdLrj martw (V mm u*A 11.(m) NA.—Nm) d)AQa lvd9m*X(fepd") 9 9$(rn) a e) Lowest aler�m of machinery atdforequiprttent 9 S9Nalg the ht�p (DasrSiba b 8 Catutter� a>eay 47.2 iL(m) A WA%d 1 '(11W 9gda (LAG) 46.7 at(m) A} f tea adjace><� a () 46. 9 tt(m) w h) Np. of pemtatalt aperrotgs (Hood wall) w(atM 1 t above add grade IIA S Tafal d q 123,100 X810 (iaoad vet=) m C3.h m&% n (s4 cm) SECTION D - SURVEYOR, emag OR AJiqffTEcT C9u1GATfON This cmdc abm is to be signed and sealed by a land surveyor, engineer or arehited authwind by law to =* devaum mbmaum, f w* that the ftzb at al Sedco A, R end G on 0* 6iEr0CBte represents my best A& to trdwprl# the data evarTeV* ! understand that any false siatament M be WMable by 6ne or ftdwmW under 48 U. S. Code, Seddon 1001. CERTIFIERS NAME Vchael W. Sada LICENSE NUMBER LS4458 TITLE pmwmJ COMPANY NM E Abrtanle SLneylcq Aid PleMtg, hm ADORES CITY STATE ID' CODE 4450 gtasA� - - A�mortle5(�rtgs Ponta 32714 GATE IEL4HQ 1311493 407 811. January 2003 See ravarse side for continuation Replaces all pr9vtou8 sditfwts 08/14/03 10:47 FAX 862622 MPOR'TANT: in areae spmoas, c+oPyr fake cwwpom sunksrR6*1aoor;lES6(k, Apt.LktsftaxftW mi Bey Tree Cokrt a f Saft! SECTION D - SLRVE Irgormowi mom �w KAMONTE SURVEY STATE ZP CODE Fonda 32M IRARCHfTECT CEiiiTIFICATION (CONI CApy bath skies d Ots Berme C.erifimb !or (1) mrrrnrr>ity d6rn, (2) in uum agenUconrpay, and (3) WkbV ww. MIAMENTS ❑ Check hue ff abdwrrenls SECTION E - BUILDING ELEVATION I FORMAMN PAWEY NOT REQURED) FOR AO ANO ZONE A MM- O N SM' For Zone AO and 7.am A (wttt A 8FE), aarode Item E1 ttm* B. ffim Elerrahm Cat em is iromied lar use as svppor" ift, rjW frr a LOAM or LOMP-F. Selm C crust be crurrnpic�ad. E1. erddting Dragran Nurrria'r _(Sated Ore buide5 da9ram mast sPrdar to Are tavthth Ods aertifirdie bang aorrpleted –see pages fi and 7. d ro dagriffn WU" mpeser i ire 6WdrrrJ, porde a §mk:h or ptro6oc Wh:) EZ The top d rhe balnmfioar {arctuft bmerrrtrrtor endure) of the b ISQ b _ fL(m) _ndan) ❑above cr ❑ below (deck ane) ft hoest adjaoenl Bade. (Use nt" gads if a+rebhlej E3. Far ��g Oiag'a� 88 wMh apenirgs (see page 7), the rrad r�herflaa or floor (e+e+rditon b) d the buidi'g fs _ R(m) _in(om) above the tigf rest adja�ard gale. CaiW i= C3h and C3,i on frantdbm E4. The to d the Oadbrm o nreie fi my erdbr equipment vaw ng the bAft is _ ft(m) _n.(an) ❑ stw ar [3 below (d>ed One) the a*Cffigada. (Use naW grade, ff wjad4 B. Far Zane AO onyx ff notbod depth number b a miff is the top of the bottom $=etewdted n aooadmoe with Ire cmnu dy/s In - *"'n mmagarrerrt at6ranoe? ❑ Yes ❑ No ❑ UNavw. The tical dkW fret wy fttis'a br- Ma In Sion G, SECTION F - PROPERTY OWNER (OR OWNER'S REPRESBITATIM CWTIFICATION The pApaQr amw or owner's auOraiaa l repesmtaim who wofts Sedbrrs A, B. C (trance C3.h and Cl only), ad E br Zone A (vitt M a FEMA4mW oroamamity- >ssred %!q ar Zane A0 must mp here The abbrwrrfs h sa�ar>s A & G acrd E are aarradb ttw!>eddrr>ylaroreiadJa PRQPBRiY OWNERS OR OWNERS AUTHOR® R3W.SEMATW5 NAME ADDRESS f;ITY STATE ZiPCODE SIGNATURE DATE TELEPHONE ❑ Check here ffaffadrrwb SECTION 0-COMINUNfrY INFORMATION (OPTIONAL] The bcat dbW who IS ailira tmd by taw ar ardnmm b adrfrmw the aorrner*G floodplain mwagerrrerd ardmenoe can mmpele SeW=A, B, C (or E), and G d dt Eb aft Co*&. Canto& to appidrle ftero(s) and sign below, G1. ❑ The ftnw bn In Sechm C wm taker flan other dmm tfm that Iau been signed and embossed by a f ma ff tw Girm ar a dded who isata imll by stab a bcal Iarrb certify el r4m idortnaiion. (i kae the saurcw acrd dated the stamen data in the Cmrna(sarae b*w.) G2 ❑ A mrmtj* dkd muoubd Sadm E fOr a txri" bre in Z" A (wflp n a FEMA -issued oremrYru*14smw ff:E) or zom AO. f33. [] The fobmV w m adm (Items G44M is pr VKW for oorrrrU* flcaeplab rr ggpT dY purposes. G7. Ttrs pewit hay hear Issued for: ❑ New CAr tlpn ❑ 5rbswrdiai Imp%wiav G& aevafim of as*A bwest tba (nrrroing basar" dttne b Aft is: — 'tl(m) Dairrc G9. BFE or (•m Zane AO) dq* dfloakig at to bufg site is: _• fl (m) Da ll=— LOCALoTus NAME TITLE COIF MUNITY NAME TELEPMONE SrMTUIRE DATE COMMENTs 03 ❑ Check here d yUhmants FEMA Farm 81-31, January 2003 Replaces all previous edtrtons CITY OF SANFORD PERMIT APPLICATION Tlo3 -D Permit No.: _ u" Date: Job Address: 301 6,AY %2e2 C'�• SAuFo�/ . �C • Z,021 Permit Type: ✓Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: -5'/' /e Alm;& Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of ServiceTemporary Pole t/ New AMP Service (# of AMPS Plumbing/Residential: Addition/Alteration ✓ New Construction (One Closet Plus / Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines laoy G✓rNs /�wa Occupancy Type: ZResidential _Commercial _ Industrial Total Sq Ftg: / ? / Y Value of Work: $ d $. 600. ' Type of Construction: C QS Flood Zone: X Number of Stories: / Number of Dwelling Units: Parcel No.: /0 c� D 3 0 .SC 7- O G 0 0 OOYO (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: 54A 612 14 • ANa1 ti rMA S. 1t&eMo hAMe,, (F!5 RA veal d /a l0 3�9/tAM lite- .SP, I,.. Contractor/Address/Phone: /2///W 1—/_lo2"'A o13 /F W,%14 G✓1'C4r &D A Slc 4o /Y H 1,Ae.. panK F(• 3a)9a rrState License Number: � B - e O3x0M Contact Person: 2; v iD 2 • Cq ee 6,e,4 Phone & Fax Number: (Y"") 9.7 7 - 91/ Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: , ,vsAvc1 �i•✓11�c1.A� ✓cs . Address: x761 Maf/,Jo/ &.,cNtc, �fi'�,�•x sfi� 3yo,, /t/%git/3d 7S/ - 7.A9Y Architect/Engineer ��c.icr/i►�o//� etgr' Phone No.:Aye)) 23/-OYO11 Address: //O$ A.,,SiNtfoN P�- D��tAM orale $ ! ��. 3� ?l y Fax No.: (Zol )6$,,N - 3305' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 regords of this county, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the r� it eat of Florida Lien Law, FS 713. r• e � Signature o , er/Agent Date Si ontractor/Agent Date MTM S. MV P-Ad4 /��oMej C AQR�Rg t� 0'A2G_oA Print weer/Agent's Name Print Contractor/Agent's Name �� Si iature of Notary -State of Florida .►u�te Signat e of Notary -State of Florida�� 1 COrt�� 4<§' pr .,,,, orazon P, Lehmann ,.off, 'a, commission # DD319648 ax,`��'�, Commission # DD119648 =?t `: - May 21 2006 a Expires May 21, 2006 goaded fhru p�F�.� Bonded Thru %9'�» oil, I0 Atlantic Bonding Co., Inc. ri�i��t i'V' Atiantic Bondingco..Inc. Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me. or --Produced ID Wi t- • QtQ I V i-(- . k) (,6hS5 Produced ID T4044J 19A V N VU- Ut 6 'eW� 6,3 7_b 11z --b2--4-2 --b2--4g Z� APPLICATION APPROVED BY: OG/Date: f � Special Conditions: affriFIED COPY 71v�( NOTICE OF COMMENCEMENT MARYANNE MORSE la Permit No. Tax Folio No. C, rPK OF CIRCUIT COURT State of Florida SEMINOLE COU . FL RIGA County of Seminole ! �- DEPU CLE K The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with g Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. JAN n 4 2003 1. Description of property: (legal description of the property and street address if available) e-9,41 / G -1,' ce�ti Id g./o Sty e ss : 30 .o T G't- SAN o 2p GL 3 a 2 7 i r 2. General description of improvement: New S ;v ! / A 11— �d is m 3. Owner information U, e a. Name and address 5X q ;z A MA S. lVc,AlooAimea T# 57 5 Ave,v /03 A IfAme,,v /2. b. Interest in property /00/ r FnFn c. Name and address of fee simple titleholder (if other than Owner) r r 1 l 4. Contractor oo a. Name and address 1411W 110116 a yomeS 6Y 04iUe24 1,c ru_ !l►/;vret A10o s /,-.n. S re ao 4411 A 9n�1 Gl• 3� 9 -+ b. Phone number yo 2) 9 7 7_ 5'-y 7 7 Fax number 7 7- F3SS P S. Surety a. Name and address b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address %R.9,vg Z4 A,o1 Sen ✓,��1 d701 s 3.00, b. Phone number (V07) Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address /t W F/oa10 o ps G a3 /F ,'�t.l ooa/s ✓o . 5 r poi W',ITez 9�� GL 37 �9-x b. Phone number o 7 7 -FL72 Fax number &o 2) 9 77- 8.3SS 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(6), Florida Statutes. a. Phone number A" A- Fax number .✓/A 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) yAl , ignature of Owner Swornto (or affirmed) and subscribed before me this day of `JA h U A Y , 20 0 � , by RAJ MA S OR/7,0/1A"en Personally Known OR Produced Identification ' Type of Identification Produced F"00A 0A Okl UbIC LI JEOf t= N&ST-03�--f9- V33 Sign ture of otary Public, State of Florida Conjinission Expires: Corazon P. Lehmann r° ,Commission # DD119M8 , � ExPireS May 21, 2006 Bonded Thm Atlantic Bonding co., inc- ti,v,.s, a D NA�tiIE DDR. 33rdkvl�r,��„o CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 301 BAY TREE CT for which permit 03-00001006 has heretofore been issued on 2/05/03 has been completed according to plans and specifications filed in the office of the Builing. off'cial pr' r t(- the issuance of said building permit, to wit as complies with all the building, plumbing, el ctrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled-�' ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water Subdivision Regulations Apply: Yes APPROVAL DATE FIRE: __V Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 'e `L Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01 -FIRE IMPACT - RESIDENT 01 -LIBRARY IMPACT FEE 01 -OPEN SPACE FEES PAID DATE AMOUNT 2/25/03 2/05/03 4/21/03 3/05/03 2/05/03 2/05/03 2/05/03 2/05/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 No ApTDi?nuAT. PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 301 BAY TREE CT for which permit 03-00001006 has heretofore been issued on 2/05/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01 -PLAN RESTAMP/RECERTIFY 5/19/03 35.00 01 -POLICE IMPACT - RESID 2/05/03 91.93 01 -RADON GAS TAX FEE 2/05/03 8.57 01 -ROAD IMPACT FEES 2/05/03 847.00 01 -RECOVERY FD/CERT. PGM. 2/05/03 8.57 01 -SCHOOL IMPACT FEE 2/05/03 1384.00 WD IMPACT:SINGLE FAMILY 2/05/03 650.00 SD IMPACT:SINGLE FAMILY 2/05/03 1700.00 mmal • -UPFICT I, 16 Boundary Survey foT Shabbirhussein and Najama Nurmohamed Lot 4, Block G, HIDDEN LAKE UNIT i -C Plat Book 17, Pages 55-56, Seminole County, Florida i Assumed Elev:00.0 `�t�` / Water Valve Lot 4 �103.6 Block G / walk &1.6' Inside � 2' concrete curb 0 mss- \ ZO�. 5 . '•� cf• \ Transformer pad 9 c �B '\ I Story Res i dence / El v: 104. 2 ti° / • ,� 1' Iron Plye no• 0. 45' South 6 2.13' West 2 o� Lot 3 i Block G /o h v, Cable riser I � it Utility wiser LINE • BEARING LENGTH / ------------------------------------ Li N35032'15.0'W 29. 11' / / Curve • Radius Delta Length GREEN BELT(P) / Ci 50.00' 29"33'34■ 24.92 25.00' 77049'1V 33.96 NC2 Legend C3 275.00' 12o42'31' 61.00 ❑ = Recovered 4"x4" Concrete Monument. ■ = Set 4'x4" Concrete Monument *LB6300 This Survey Certified To: n = Recovered Nail 6 Disk as shown Mid Florida Homes Carrera, Inc. = Recovered X Cut in concrete Transland Financial Services, Inc o = Recovered 1/2' Iron Rod L87020 • = Recovered 1/2" Iron rod not Universal Land Title, Inc. -o-= Light Pole as shown Shabbirhussein Nurmohamed —�—=6'Wood Fence —X—=4'Chain link fence Najma Nurmohamed Final:8/07/03 — �— =3' Wood fence A -Central Angle L=Arc R=Radius R/W-Right of Way =Concrete slab A/C -Air Conditioner (R)=Radial (NR)=Nan-Radial Foundation:3/19/03 Bearings are based on the (P)=Plat (M)=Measured (C)=Calculated (D)=Deed West line of Lot 4 POB=Point of Beginning POC=Point of Commencement as being N36°03'57'W, per plat SCALE: 1'= 30' POL-Point On Line Not valid without the signature an the original ralsed seal of a Florida II nse surveyhr.and mapper. Addltiporon, and el ions m su ey mays, REVIEWED BY: MWS This survey is certified to and prepared for the Legal Description furnished by sketches or reports o er n t signing sole and exclusive benefit of the entitles and/ client (unless otherwise noted) party or parties Is ro It wit t written DRAWN BY: 5AW or individuals listed and shall not be relied on consent of the sig ng art r p ties. by any other entity or Individual whomsoever. This is to certify that I r DATE:October 29, 2002 have reviewed the Flood Underground foundations and/or Improvements were Insurance Rating Map (FIRM), J Michael X. Shcltr PSM JOB No.:16668 not located as a part of this survey. Panal Number t20179 0045 E. , •446e For the Firmof Altamonte urveying and Platting, Inc. •L0630 Dated 4/17/95 and determined Lands shown hereon were not abstracted for rights that the lands shown hereon Add Elevations of ways and/or easements of publics records. Iles In FIOod Zone °X'. 1O."B"LAMM IE 580M IJnsLS LJ�i�% 0 M 1AM TIWorU'U" 0 MM3 0 ®Mo 445 Douglas Avenue, Suite 1505 Phone ( 4071 862-7555 Altamonte Spr1ngs, Florida 32714 Fax ( 407) 862-6229 05/21/2014 05:12 FAX 0 001 0.1s334b:. :•i:' r �" �r:,=vrr..;.,ft'�vy.a! "- 7 1?+ry�; S,'�^ w'I:;.'y: i.PY' c `r'^s�`s'C 1•J'rYn'•`+'i c- •o..,W _ .. •a�,y11 ,'„•'4F r"�:1.'}N. .yw " r Lu! w�Rn.wTx sa Lind IIVDIVIDIJAL"1O t�, xaw., >rytiJtle >,•? ',ti+,.l G r fi3 nc.r� xk3 �. i?e ^� �7hbi�jlnsirtea�• cPvar'ca b ,. �:gmi'•-;R,:; ^r-�:{.�•��,,''��,,qy r� a.:�n,; � , �'t�Jr 7C:.G'. a...pn;:`',r,,A,, .'1' �; vu • :•ti'•':i >, i" ;x �r':fW"ai,>?(•.';r _'y .�. E': S�::sln'TW. A_• Vt .}'$. yMe �}'7�yly,?,�y��'j}�+,. ` >r2'.\l�Yt'Lh..l. *...''� _i'liE;;W.:' i �'}• iYl 3'M - y'•. }_ -<irtig..-.r v.t�:��':'r.A',` Vf2-- 746'�:r�a IE HEFiE6v 90 7 +u t+"'i',,'�,,-"��t.�'''ll�,+r.'�.'�dU.'�3��=9;7001'�ax�`'.f1.!$dia9''V.��S"; i,d.".''.' .. .. , 1•- i. '/� ' 7FllJE'A1VZi:4�,�tilfi�•.�y�C.�` �{�•-.ib�-,. 'r�ya�,��•si('x„ i11, � �:.�.p.�:';N'°'! ��-_:i!i,• .. o.,'�,a ^,ter. ix ,;F'� `. rlw. 1 _ r,�nn•� ��/, !I .e0- �.`'�'.'ri n."y;T> PrdperEy?�,FPcNs�ts,POrCd.I:D�. �x;[lu),•iy�mbtr(s): I' 1`'^ ik_��:�'1s`F'c:4"C,�;;�'`;;4�`.�ar� s, l •!i R. _ Grantee(a) _SPACE ADOVE THIS LIN( FOR PROCMUrr DATA SPACE ABOVE' IES PNY FOR DECORDINO DATA This Warranty Deed Made the 26TH day of NOVEMPI];,R A.D. 2002 by SARAH A. DALLAPE LOOMIS AKA SARAH A. LOOMIS hereinafter called the grantor, to SHABBIR HUSSEIN AND NAJM k NURMOHAMED whosepostoffiice address is 815 RAVEN CIRCLE #103 A SPRINGS FL :'.'3 •, ;erejtrr'£all ' the':g'i6ntee:.:?,I,TPM NTE, 2.. -fir y .� a• �t riWliecBve �Sed'ticecintt,gterrne"gianior",and grantee, in�lede,all,thepailide�d iii ci iitP , 1 + ,,{( !,;;r,� ;'tHc- tlra,�l 'al,t�[{ttesenta(rive�' �nd'asai na'pf iRdividua[F, and•the eue'rc"sso aH�"SSkI'S�;Q,pIp�j'a'r I,A rte` L�•Fr��++t��+r��++•,r! . t` �'�,f... :• 5 �i)iA �}i`'. G•.. r :, :> J. ,' : o,,:, '.r.Sn. •.? r.�. z y�� ''Q .40..0~'t. 'yr''r.• �r,n R •• �7tat't/te' ranter or and in cohsideratioi[ of the n i{lltfic fe:,CaliSilleAzhOorts, ,.. t;. ie t,.where6f Iis hereby hereby 8w;'s•,'e�?''t'i ,•:sell3-':Ahs"° inlus;`rhZeo; _ "EtiM•' es >,cPn s,uiid con trnrs unto the gtantee,.all that certain land P., r.*at,•:n:..,'..:''.: ,ts _;.r•,,i�k.y:p�ppY t ^ ,.; EN 'LAKE UNIT 1=C, Scgcn ig, Jl >; Qr �t•�r C` ckoCL_ :n''' ;Elft' 'Book 17, Pa es 55 and ,.56„µ Y I @r ti7o �r cords '; eminol:e ,County, Floridaf.: s: ”; 1au 's" Y � r i' .71rig•°, n(l"sPding' Iii; 666 rinole County, Florida.:;' ::'":y;•' `� "' '.,z,I `'J k �` + ,Fu..:., �•; .:. ,,i•.••,.�L! i�.�?;• �j1>F },, ��o,.. _ ., i. , i. � �.:' ' t.;,. ,. '«'•••' fiC.�id��A :; �Y v,�. `pf�„r,:�{,; .i;s; :. •k'Y � >-< �:.r'• - ��7 ,•,"• .c,: !�ra.;j•.: Z+l;'��;�y';t, t`t ,'y;•y�^.F+x3..r - ,:.�tkif,"t'''ri•y 17+r' .7'c''• -,'if: �M,�.,.;I:.::R:�:�s�a'w�- -,+r, y'�:.: '.A.- .. y,�' :r �tij?:„?��: rg'i�}r �i=ri��.r•":'r �ae4., 1; � }, s t? t?1' jvt. allah tenenWits hereditam as an - w % c a .O,Y'g•. �? . � BJ d a�purtenurroes ther,'f-R;HCI n` fir• rl�t�a'i �*%,. "ttihiht �.�,'?`Y�i.$...1 ,er' ''}a• h_: ; P..4S'! 8% � �.., i•�'a'g�",.;�`,:"��r.. {�� he'sameiFtfee ::a; F,';idtir,:; j; t siniplefoteren` ''r.`' �., •?S;iJ 3"'fe€'kT e t't(he' tr[ttir; _,.. •. �a,.., Ildr; tioQ`►i hf. d ri to sei! n �,�'s" ,r; r r 8 . g, $ 6itil' awful ai[thiS- tX:, a ra Y6t: erd>by, fulfy.xair &s`f a &l'e ro said:laad and"will:.d d. �,e71 he;0* k"�?i ,r,•;,?.111rs prS:,ytiltb�nso,"Over,',and;tliplS"tlitl'land �is re f . mlrti7hes, r�fc"� �a 2^q:3Jetar` I"'2'C1U12' rec rirr[tons, covetutnts:cndeaieieE; ,.i,.- .•�: ,�;� astrictions, e nor has si ed and sealed t iuid gra i re_tir $ILI igh ' Baled an8'deliver¢d in Aiia presence: ,;,'e .r�'r,ii��C"nV.ttl¢''tls�'.$I�uetiitE,. � -�','''•.;;: 'r t' T,. f. "�,•,!-.r:•r?rm��' Datu'F "r. ,- �•I... "::::' ': 1, l:'' J Y'. .., , r.,G..1 •' i .l'SiA�,: ,�:.,irr Post 6fti i 'ja ;: w•-.�Yui�s�Sig turo;��,A •�'.,. ,'. . - ,i. %-",iu':: .�1�III�Ji1g1,Wd7x'✓r.. t.�:�h. r ''�. .ryl: �:l F` .. •, Ip_.h�,unc36itga5ruie , i`' Y:j:.• ;r.'r::'s,r; PostofGceAdd ;;•.�:yj !f;::r-.. i`b�[': �.i �St ''i!"llOi' Si"�a'rfnee; ti" :..;I:..•�^,,','::;'I)j; ;c ''i=,,;_-1'... ",....� •, :1.-. a;4:i R e'C,;r'i(i:.t:.;�,�,,i''✓;`;`�'`��sl;;�:_!'�A _'.i� �'+':': .. - t^... -.?;r JY.y� 1111'' •' �:, w/ . �'T+�;. Tin y^ �µ��p7,.,, �,., e �•1 rr l•.n. .' r T��j.?.,�,UY;: 4",�,"':i;!t,,';�`,°",'r•Ayy - iji 9 b)P-AtFY thaf-on t i': tltiS dxp. before ma. an officer duly authoiuedj I f %t±a duri4p afates�aid' ::[o'talie acXcria e�vleilg;peuta. Pe,tonally appaeFsd. SARAH 'SRFiPiH ' -�,�:� :,. t'. -:.r. c•'•;.f!' :T r.,�c. vrn,�'Sr�.PiG �!''r�' '•�r'�."� �., -:'t r•.,--'. `•. -'r,' eri Pr wbi) hetiroduced tajco an oath., - ^{ `4 sli ffiY $Qd sea]-iu.tlie Cati[04 and'S[ate; s[ nfDtesdid dtu i+? r -...i i! "rl:7'?'`'Iw'�'I":'y•a�{� ^SCO. .L."�yp•C. ''r!#e, :. yj 1''0. �.,':? '.l'~a �'''' �'/ ,.. � •� ' M4 Ar •,ar ,'"' y�•,;i"�:'.;�;p/��L'r'��Y '% � Norsry�Sig65tuic', ,��_•. �!E'1: `�;w . c+:' �.�1 �i a •..�1 +.. Printed NotarySiggamtC ` ..... �f ' My comm"ioii Lzee:''. 1 CITY OF SANFORD ENGINEERING PERMIT PERMIT No 6' ?j -1� This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below. - Right -of Way Utilization .................. ❑ Driveway................. Applicant Name: : Ili-IaaFirm: MiD 1�/ /l iDA 110Me1C_;y? � � ,931!r w.,acls/S �b . s,, r. a y (va-7) (y�7) Address: W,,,;ya , t- 3a q� Phone: e,))-SY77 May)—l»-kr `21 (Night) Project Location or Address: Title of Approved Oovelopment Plans: Schedule of Work: From - To Proposed Activity Approval Date: Emergency Repairs ....... Driveway Installation ....... X1 Aerial Utilities ....... ❑ Underground Utilities ....... N Bore and Jack ....... ❑ Open Cutting of Roadway ....... ❑ Sidewalk Installation.......® Other ....... ❑ Specific Description: •4444444..04000444.4..40.404444 0.4400 04.4 •0404....••000faf•fff••ff0aai.ff•f �f4f lfif• ERcavation Information: Total Length (FT) Number of Open Roadway Cuts Aerial Information: Length (F-0 Number of Poles (Existing) (New) • .. 4• .. { 4 4 0. 4 4 4 4 4 4 4 4 ......... 4 ..... !.! 4.!. 4 .... 0 0 *too** 4 4. 4 .. 4 ..... 0.•!.{.! f 4 It is.understood and agreed that the rights and privileges herein set out ate granted-6nly to the extent of the City of Sanford`s jurisdiction and the right, title, or interest in (lie land to be entered ead*used by the permittee. The Permittee shall at all times assure all risks of and indemnity, defend, save harmless the City of Sanford from and against all loss, cost, damage, or expense arising in any manner on account of time permit request by said permittee of the foresail rights and privileges. In the event of any future construction of roadways, utilities, stormwater facilities,or any general maintenance activities by the City becomes in conflict with the above permitted activity, the prmittee shall remove and/ore relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public right-of- way- 4CALL THE PUBLIC WORK P . A 330-5681 TO SCHEDULE A PRE -POUR INSPECTION APPLICANT SIGNATURE GATE i-dy-o3 .. . . . . . . .. 4 4 { ......: .. . .—�............. 4 4 ....—. t .. . .—..—............ { ................ . Reviewed: Public Works. --- Utilities pate A['('ROV[:0: EnginecrinrlO a l �Od' - --- --- ---- State License Number j�COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75345 DATE: _ A. __ BUILDING PERMIT NUMBER: UNIT ADDRESS: TRAFFIC ZONE: ..... .... .... JURISDICTION: O6 CITY-[�. .......... 3ECx TWP: RNG: PARCEL: SUBDIVISIONx _/1�//��' ______ TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAM[: �—'_'_--------_----_ ADDRESS: _____ �� APPLICANT NAME: ADDRES '--��-------�--------- - ��----��------------ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USEv Fesidential WORK DESCRIPTION: Single Family House: Detached - Construction ___ _____________________________________________________________________________ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ------— ------------------------------------------------------------------------- -ARTERIALS CO -WIDE O 'dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.0O � LIBRARY CO -WIDE O CO -WIDE O STATEMENT '—` RECEIVED BY: -of��_---- (PLEASE PRINT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,384.00 � AMOUNT DUE 5.00 SIGNATURE: �~/^ — _________________________ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **Z* DISTRIBUTION: 1 -COUNTY 3 -CITY 2 -APPLICANT 4 -COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT` PERC8NS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/UR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVIHG SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE RE0JEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN C0N3UNCTION WITH ISSUANCE OF A**Ir *******************SINGLE FAMILY BUILDING PERMIT*************&***** 1000k2002 16:48 4079778355 MFH:CFML PAGElCt"01 CITY OF SAWORD P.O. BOX 2947 &&,N?OPM, Fl- 32772 •' paps:sc;.rrKpNs (407MII,71 67 FAX APOUCAUM FOR WATER ANMA SEWR AVAr1.^91LITY totvmm) JA4, LAI. .06- 4�,2. C %/ st -70J 07 .4" 06SCA "w lat J/ d1bot w AlyWalc-ov erAj ft AN P6R bM AppWed 4 LM f'k0q%ihj bftd Z"X Movill A/V ffyogwMAI!, DKVEI OPPMENT *%&b On WWM 40 Et uNd faO /C- an w SAO nuvfig- m*wkwwm WIG.P,D) r j ot r WI%Tglt ty lix RECLA�Ywl y g 8) o) A NZ T, Kit LINF RECLAIM Sewn LMCtT (YES)fN01 UNE'rAP tyjl$j two) TAP IYES) CN01 i.0%Jt LWERt.C:LA0A LrNrL ZRIMA L04E bolth: C71 Ro.-D so" 0 =2 i ROAD 60" (YEsXN'oj f IVES) (NO) *i=T CUT STREET CUT r I WMETCUT (y �10 (YLISICWO) (VIES) (NO) LIME r KEC6A.LM SENkTR WWI Del T" 'Al NATION$ C00Rbr%A*r6Fq Ali' 44-- Poot4e Fax Now 7871 Wf" q. roam OVA.Ma Ov, At MATE) 0 /7, C7 c C) G/ALS,'T jlI'd41 CITY OF SANFORD, FLORIDA PERMIT NO -O (0 DATE ✓ �� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WO)(RK:: J OWNER'S NAME 01 a kr' JQ/�o�'''��s — ADDRESS OF JOB '2-0` - l �.7ay me e- C-_aL _— — PLUMBING CONTR. P14rRes. Comm. Subject to rules and regulations of Sanford plumbing code. Residential: I Number Amount Alteration, Addition, Repair i L _ New Residential: One Water Closet_ _ Additional Water Closet �E Commercial: Fixtures. Floor Drain, Trap _ I� Sewerr Water Piping Gas Piping Factory -built housing Mobile Home Application Fee Minimum Commercial Permit: $25.00 Total Mester Plumber COMPETENCY CARD NO._(:T CO n V 3o L14,39 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 03' 100�0 Date: D ) D y /03 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: 1' j i, o,. Address of Job: o l _v, C` ' r3 l-i H 4-).A Electrical Contractor. Residential: K_ Non-Residential: By Signing this application I am stating that I am in compliance with City of Sanford EI 6 I Code. Applicant's Signature State License Number i Y i Central Testing Laboratory v/ � vv i Engineering and Materials Testing FIELD DENSITY WORKSHEET Reply to: CLIENT: ir�� /i�q �-1.� DATE: PROJECT NO.: PROJECT NAME: Sot ��l �Cc ,, PERMIT NO.: 03 EARTH CONTRACTOR: TESTED BY: % COMPACTION: '15 FIELD CONTACT: TOTAL ON SITE TIME: MILES FROM OFFICE: STANDARD ( ) MODIFIED BUILDING PAD BUILDING FOOTING ( ) TEST LOCATION LAB PROCTOR TEST DEPTH PROBE DEPTH WIDTH ELEV. LIFTS a /a MOIST WET DENS. DRY DENS. /o COMP. OMC DENS. "'lr ►2,. �/,4 N, p S.b lo&o Io2.Z 9�6, q I0"V. - 10'w.o�r 3,�.c�••<< -� J� ,�' `� -v 14.7 m.5 ioo,� COMMENTS: Density failed to meet minimum project requirement. ** Retest indicates minimum density requirement was obtained. () Client is aware of unsatisfactory test results. x I A fiF 5400 S. Florida Avenue 723 S. 14th Street Sumter County Inverness, FL 34450 Leesburg, FL 34748 (352) 793-3110 (352) 726-6447 (352) 787-1268 i Member of the American Society for Testing and Materials CTL0898 FDW 1725 SW 17th Street j Ocala, FL 34474 i (352) 622-1186 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ZZ==' < d © D wminole Count} �nrrrtr�+prairrr • � � �� l� cJiwttes Y1t'� ! if 1 Khat - Sutord "- Fl.,! tj x 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 10-20-30-5CT-OGOO-0040 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: LOOMIS SARAH A Exemptions: Depreciated EXFT Value: $0 Address: 1680 HERITAGE DR Land Value (Market): $14,0 0 City,State,ZipCode: CUMMING GA 30041 Value Ag: $0 $ Land Property Address: 301 BAY TREE CT SANFORD 32771 Just/Market Value: $14,000 Subdivision Name: HIDDEN LAKE UNIT 1-C Assessed Value (SOH): $14,000 Dor: 00 -VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $14,000 SALES Deed Date Book Page Amount Vac/Imp ADMINISTRATIVE DEED 05/1998 03430 0072 $100 Vacant 2002 VALUE SUMMARY QUIT CLAIM DEED 01/1985 01607 1163 $100 Vacant 2002 Tax Bill Amount: $296 WARRANTY DEED 04/1978 01167 0210 $5,100 Vacant 2002 Taxable Value: $14,000 QUIT CLAIM DEED 01/1976 01105 1477 $250,000 Vacant Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 4 BLK G HIDDEN LAKE UNIT 1-C PB 17 LOT 0 0 1.000 14,000.00 $14,000 PG 56 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax ur oses. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=1020305CTOG000041... 1/24/2003 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1204 Builder: Mid Florida Homes Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central Cap: 24.0 kBtu/hr _ 1. New construction or existing New -12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 24.0 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? Yes 6. Conditioned floor area (ft2) 1204 ft2 c. N/A _ 7. Glass area & type a. Clear - single pane 152.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 24.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.75 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 157.0(p) ft _ 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, Intdnsul, Exterior R=4.2, 876.0 ft2 EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 208.0 ft2 _ 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, 1204.0 ft2 _ 15. HVAC credits 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: Garage Sup. R=6.0, 1.0 fit _ MZ -C -Multizone cooling, b. N/A MZ -H -Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 19403 PASS Total base points: 19482 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE:.-------------Y3---------- I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: ---------------------- DATE:------------------------------- Review of the plans and O4111E S74. 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. cOD WE BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) i FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Buildin9Performance Method A -Details ADDRESS: , , ,, PERMIT #: EnergyGauge® DCA form 600A-2001 EnergyGauge®/FlaRES2001 FLRCSB 42 s BASF AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1204.0 25.78 5587.0 Single, Clear W , 1.5 , 7.0 19.0 53.47 0.94 958.0 Single, Clear W 5.0 6.0 16.0 53.47 0.59 501.4" Single, Clear W 1.5 7.0 19.0 " 53.47 0.94 958.0' Single, Clear S 2.0 7.0 10.0 44.66 0.83 372.1 Single,. Clear E 2.0 6.0 16:0 59.31 0.86 813.6 Single, Clear E 2.0 6.0 16.0 59.31 0.86 813.6 Single, Clear E 2.0 8:0 .40;0 59.31 0.92 2174.0 Single, Clear E 2,0 6.0 16.0 59.31 0.86 813.6 As -Built Total: 152.0 7404.0 WALL TYPES Area "X BSPM = Points Type R -Value Area X SPM Points Adjacent 208.0 0.70 145.6 ` Concrete, Int Insul,'Exterior 4.2 876:0 1.16 1016.2 Exterior 876.0 1.90 1664.4 frame, Wood, Adjacent 11:0 208.0 0.70 145.6 Base Total: 1084.0 1810.0- As -Built Total: `.1084.0 1161.8" DOOR TYPES Area X 'BSPM _ Points Type Area X SPM = Points Adjacent 00 0.00 0.0 Exterior Wood 20.0 7.20 144.0, Exterior 20.0 4:80 96.0 Base Total: 20.0 96.0 As -Built Total:, 20.0 144.0 CEILING TYPES Area X BSPM _ 'Points` ' Type R -Value Area X SPM X SCM = Points Under Attic 1204.0 2.13 " 2564.5 Under Attic 30.0 1204.0 2.13 X 1.00 2564:5 Base Total: 1204.0 2564.5 - As -Built Total: 1264.0 2564.5 FLOOR TYPES Area X BSPM =: Points Type -R-Value Area X SPM = - Points Slab 157.0(p) -31.8 -4992.6 Slab -On -Grade Edge Insulation 0.0 157.0(p -31.90 -5008.3 Raised 0.0 0.00 0.0 Base Total: -4992.6: As -Built Total: 157.0 -5008.3; INFILTRATION " Area X BSPM Points . Area X SPM Points 1204.0 14.31 17229.2; 1204.0 14.31 17229.2 EnergyGauge® DCA form 600A-2001 EnergyGauge®/FlaRES2001 FLRCSB 42 s BASE AS -BUILT- Summer Base Points: 22294.2 Summer As= guilt Points: 23495.3 ' Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points y Multiplier Points ' Component Ratio Multiplier Multiplier Multiplier Points (DM x'DSM x AHU) 23495.3, 1.000. (1.087 x`1.150 x 1.00) 0.284 1.000 8346.0 22294.2 0.4266 9510.7 23495.3, 1.00 1.250 0:284 1.00.0 8346.0 FORM 60OA-2001 WINTER- CALCULA`fIQNS Residential Whole Building Performance Method A-, Details ADDRESS: , , ; PERMIT #: EnergyGauge® DCA Form.60OA-2001 EnergyGauge®/FIaRES'2001 FL'RCSB 0.2 l BASE . AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1204.0 5.86 1270.0 Single, Clear W 1.5 7.0 19.0 10.74 1.01 205.4 Single, Clear W 5.0 6.0 16.0 10.74 1.08 184.9 Single, Clear W 1.5 7.0 19.0 10.74 1.01 205.4 Single, Clear S 2.0 7.0 10.0 7.73 1.08 83.4 Single, Clear E 2.0 6.0 16.0 9.96 1.03 164.2 Single, Clear E 2.0 6.0 16.0 9.96, 1.03 164.2 Single, Clear E 2.0 8.0 40.0 9.96 1.02 405.7 Single; Clear E 2.0 6.0 16.0 9.96 1.03 164.2 As -Built Total: 152.0 1577.4 WALL TYPES Area X ',BWPM = 'Points Type R -Value Area X WPM = Points Adjacent 208.0 1.80 374.4 Concrete, Int Insul,'Exterior 4.2 876:0 3.26 2855.8 Exterior 876.0 2.00 1752,0 Frame, Wood, Adjacent 11.0 208.0 1.80 374.4 Base Total: 1084.0 2126.4 ; As -Built Total:. 1084.0 3230.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood. 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 ; As -Built Total: 20.0 152.0 CEILING TYPES`Area X BWPM _ Points Type R -Value Area .X WPM X WCM = Points Under Attic 1204.0 0.64 770.6 :: Under Attic 30.0 1204.0 0.64 X 1.00 770.6' Base Total: 1204.0 770.6 As -Built Total: 1204.0 770.6 FLOOR TYPES Area X BWPM Points Type R -Value Area X WPM' = Points Slab 157.0(p) -1.9 -298.3 'Slab -On -Grade Edge; Insulation 0.0 157.0(p, 2.50 392.5' Raised 0.0 0.00 0.0 Base Total: -298.3 As -Built Total: 157.0` 392.5, INFILTRATION Area X BWPM = Points ' 'Area X WPM = Points 1204.0 -0.28 -337.1. 1204.0 -0.28 -337.1 EnergyGauge® DCA Form.60OA-2001 EnergyGauge®/FIaRES'2001 FL'RCSB 0.2 l F FORM 60OA-2001 . WINTER CALCULATIONS Residential Whole Building Performance Method A - Details a ADDRESS: , , , PERMIT #: ' BASE AS -BUILT Winter Base Points: 3633.5 Winter As -;Ru ilt Points: 5785.5 Total Winter X System _ Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points. Component Ratio Multiplier w Multiplier Multiplier Points (DM x DSM x AHU) ' 57815.5 -. 1:000 (1:078 x 1.160 x 1.00) 0.440 1.000 3186.0 3633.5 0.6274 2279.7 5785.5 1.00, 1.250 0.440 1.000 3186.0 a -FORM 60OA-2001 WATER "HEATING & CODE COMPLIANCE STATUS 'Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: BASE CODE COMPLIANCE AS -BUILT WATER HEATING Number of X Multiplier. = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water = Total Points Points Points Volume Bedrooms Ratio Multiplier 3 ' 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 PASS O�ZHE ST,g? EnergyGaugeTm DCA Form 600A 2Q01 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 9511 2280 7692 19482 8346 3186'" 186 7871 19403 PASS O�ZHE ST,g? EnergyGaugeTm DCA Form 600A 2Q01 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 9 FORM 60OA-2001 Code C®mpl`iance Checklist E - 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, cfm/s .ft. window area` .5 cfm/s .ft. door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa Swimming Pools & Spas 612.1 foundation & wall sole or sill plate; joints between exterior wallpanels at corners; utility penetrations; between wall panels &, top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends Shower heads 612.1 from and is sealed to the foundation to the top plate. Floors 606.1.ABCA.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, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas Insulation 604.1, 602.1 soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat 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 -1C 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. Multi -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 NFP have combustion air. RA -9-2 nTl-IFR PRFSCRIPTIVF'MFAR11PF.IR (mutt hp mat nr PYr_aPrlPrl by all rPcirlP'nrPs_1. 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 & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 qallons 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 Sepcrate 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. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.2 r - *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a. Building Energy Rating. If your score is 80 or greater (or 86 for a 'US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you" obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321 /638-1492 "or see the Energy Gauge web site at www.fsec. 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 850/487-1824. EnergyGauge® (Version: FLRCSB v3.2) ENERGY PERFORMANCELEVEL. (EPL) i DISPLAYCARD s ESTIMATED ENERGY PERFORMANCE SCORE* = 83.5 The higher the score, the mo"re,efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit - Cap: 24.0 kBtu/hr _ d 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? Yes 6. Conditioned floor area (ft') 1204 ft 2 c. N/A _ 7. Glass area & type _ a. Clear -single pane 152.0 ftz . _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 24.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 7.75 _ d Tint/other SHGC -'double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation, R=0.0, 157.0(p) ft - 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=4.2, 876.0 ft- _ EF: 0.86 _ b. Frame; Wood, Adjacent R=11.0, 208.0 ftz _ 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, 1204.0 ftz 15. HVAC credits 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: Garage Sup. R=6.0, 1.0 ft _ RB -Attic radiant barrier, b. N/A MZ -C -Multizone cooling, 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) S74 in this home before final inspection. Otherwise, a new EPL Display Card will be completed O1TIHE _ `\ based on installed Code,compliant features. Builder Signature: Date: ri Address of New Home: City/FL Zip: coD WF *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a. Building Energy Rating. If your score is 80 or greater (or 86 for a 'US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you" obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321 /638-1492 "or see the Energy Gauge web site at www.fsec. 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 850/487-1824. EnergyGauge® (Version: FLRCSB v3.2) i RIGHT .LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1204 01.21.03 109 COMMERCE STREET, 2241, FL 32746-6206 Phone: (407) 831=2665 For. Mid Florida Homes Notes: 1204 tl Weather Orlar AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 . 'F Design TID 18 °F Daily range M Relative humidity 50 % Moisture difference. 43 gr/Ib Heating Summary Sensibi,eCooling Equipment Load Sizing, Building heat loss 23920 Btuh Structure- 16819 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat bad 23920Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens.'equip. bad 17453 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average l Fireplaces 0 Internal gains 920 Btuh Ventilation 1474 Btuh Heating Coolin�gg Infiltration : 2367 Btuh 4762 Btuh Area (ftp) 1204 1204 Total1atentequip. load Volume (ft3) 9632 9632 Air changes/hour 1.00 0.50 Tatal equipment load 22215 Btuh Equiv. AVF (dm) 161 80 Req: total capacity at 0.80% SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make- Trane Make Trane Trade Trade " Efficiency 7.8 HSPF Efficiency 120 EER Heating input Sensible cooling 19200 Btuh 'Heating output 0 Btuh @ 47°F Latent cooling 4800 Btuh Heatingg temp rise 0 °F Total cooling 24000 Btuh Actual heating fan 800 cfm Actual cooling fan 800 cfm Heating air flow factor 0.033 cfmBtuh Cooling airflow factor 0.048 chVBtuh Space thermostat Load sensible heat ratio 79 % 6 Printout Ceded by ACCA to meet all requirements of Manual J 7th Ed. ^+' 'WriC-jhtSOft 'Right -Suite Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 ' ACCA£:\Files\m\MIDFLORIDA\1204\1204.rsr Page 1 l s I _ s i s P i RIGHT-JCALCULATIORPROCEDURES A, B, C, D i Entire House. DEL AIR HEATING,AIR CONDITIONING,R Job: 1204 01.21.03 ' .109,COMMERCE STREET, 2241, FL 32746-6206 Phone: (407) 831-2665 •i Procedure A - Winter Intiltration Iii M Galculation- 1. Winter infiltration AVF 1.00` ach x 9632 ft' x 0.0167 = 161 cfm 2 Winter infiltration load 1.1° x161 cfm x 32 °F Winter TD = 5651 ;Btuh 3. Winter infiltration HTM 5651 Btuh ' / 172 ft2 Total window 32.9 Btuh/ft2. and door, area vroceaure is - bummer linrniraiion r1I i rvi uatcuiauon 1. Summer infiltration AVF 0.50 ach x 9632 ft3 x 0.0167 80 cfm 2. Summer infiltration load 1.1 x 80 cfm x 18 *F Su mer TD 1589 Btuh 3. Summer infiltration HTM 1589 Btuh / 172 ft2 Total window ._ '9.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 80" cfm 2367 Btuh,, I Procedure D Eauiament-Sizinq Loads 1. Sensible sizing load Sensible ventilation bad 1.1 x 50 cfm vent. x 18 °F SirrrnerTD = 990 Btuh Sensible load for structure (Line 19) + 16819. Btuh Sum of ventilation and'structure loads = 17809: Btuh Rating and temperature swing multiplier x 0.98 Equipment sing load - sensible 17453 Btuh 2. Latent sizing load , Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Intemal loads _ 230 Btuh x 4 people + 920 Btuh Infiltration load firm Procedure C + 2367 :Btuh Equipment stung load - latent = 4762 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirementsof Manual J 7th Ed. g+. W1"Jght50ft Right -Suite -Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 Page s " ,CD,,CD,P9 1 E:\Files\m\MIDFLORIDA\1204\1204.rsr � 9 I G, c wrightsoft Right -Suite Residential- 5.5.06 RSR26014 ACC , E:\Files\m\MIDFLORI DA\1204\1204.rsr 2003 -Jan -21 11:22:29 Page 1 RIGHT -J `WINDOW` DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1204 01.21.03 109 COMMERCE STREET, 2241, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S 0 N A S 0 0 W C W S N K I A L 0 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 0 X Y T M R R. bth 2 bd 3 a n e a C n 0 d 1 1 90 1.0 1.5 1.0 6.0 54.4 19.0 0.8 foyer/kitchen a n e a c n 0 d 1 1 90 1.0 5.0 1.0 5.0 54.4 16.0 10.1 m wic a n e a c n 0 d 1 1 90 1.0 1.5 1.0 6.0 54.4 19.0 0.8 m 'bth a n n a c n 0 d 1 1 90 1.0 2.0 4.0 3.0 20.4 10.0 0.0 m bed a n w a c n 0 d 1 1 90 1.0 2.0 1.0 5.0 54.4 16.0 2.1 great rm a n w a c n 0 d 1 1 90 1.0 2.0 1.0 5.0 54.4 16.0 2.1 b n w a c n 0 d 1 1 90 1.0 2.0 1.0 7.0 54.4 40.0 3.8 bd 2 a n w a c n 0 d 1 1 90 1.0 2.0 1.0 5.0 54.4 16.0 2.1 wrightsoft Right -Suite Residential- 5.5.06 RSR26014 ACC , E:\Files\m\MIDFLORI DA\1204\1204.rsr 2003 -Jan -21 11:22:29 Page 1 t RIGHT -J WORKSHEET Enure House DEL AIR HEATING,AIR CONDITIONINGA Job: 1204 01.21.03 109 COMMERCE STREET, 2241, FL 32746-6206 Phone: (407) 831-2665 i Printout certified by ACCA'to meet all requirements of Manual J 7th Ed i wivrrrgFttsoft. 'Right -Suite Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 ACC" E:\Files\m\MIDFLORIDA\1204\1204.rsr Page 1 i MANLLQL J: 7th Ed 1 Narne dmom Entire House bth 2 bd 3fore "cheu 2 Lerxltll of eposed NAd 157D ft 17.0 ft 16:0 ft 21.0 ft 3 Roomcimasbns 9.0 x 10.0 it 10.0 x 11.0 It 16.0 x . 15.0 ft 4 Ceiings Corxtit Option 8.0 1 heaG000l d 8.0 It heaLrcod 8.0 ft hea#0 8.0 ftheAbool TYPE CFCST HTC Area Load Ptah) Area Load (Btih) Area Load (Bhh) Area Load (Bhft) EXPOSURE NSO Htg Clg (ft')- Htg CIg (ft2) Htg Clg (ft=). Htg qlg (ft') Htg; CIg- 5 Gross a 14B 4. 21 1018 " •• 48 - "* 128 " 169 Exposed b 13C 3. 1.2 88 - .», 0. .. 0 .. .., walls ad c 12C 2 1.9 c"' 0 '"" 0 "" 0 partitions d 0.c 0.0 c 0 0 0 e 0. 0. -° "" 0 "" "" 0 «.. 0 .... ,. f 0. 0. «. 0 0 .«. 0 6 V*dwz and a 1C 37.0 112 4140 "" 0 ** * 19 71C2 16 591 glass doors b 8C 37.c 4C 1478 ""' 0 0 0 0 0 H -Wig c 9C 38. 0 0 ,. 0 0 0 0 d 1C 37.0 c 0 ***' 0 *`*' 0 0"" 0 0 **" e0. 0 ,7- . 0 0 0 0 0 f 0. 0. '"" " 0 0 0 "" 0 0 7 WiYbmaxf North 20`. '" 647 0 0 1 '" 1E 10 '" 206 glass doors NEM 0. 0 0 0 0 0 "" 0 Cooling ENV 54. 120 "' 6542 0 * * 0 18 "* 991 6 *" 322 S65W 0. 0 0 0 p ..** 0 *.* 0 South 0. 0 0 "" 0 0 0 "„ 0 8 Olherdoor. ai10D 14. 9. 291 199 0 0 0 0 20 294 199 b 1OD 14. 9. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.. 2.1 876 4037. 1801 48 221 99' 109 502 224 132 608' 272 a used b 13C 3. 1.2 276 655 243 88 277 103 0 0 0 0 0 walls and c 12C 2 1.9 c 0 0 0 c 0 0 0 0 0 0 partitions d 0.c 0. c 0 0 0 0 0 0 c 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 01 c 0 0 0 10 Ceilings a 16G 1.1 1 A 1346 14211896 105 111 146 125 132 173 270 285 374 b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0" 0- 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 157 4069 0 17 441 0 16 415' 21 544 0 (Note: room b 19G 1.1 ` 0.c c 0 0 0 0 0 0 c 0 0 0 c 0.c 0.c c 0 0 0 0 0, 0 c 0 0 0 is displ. d 0.c 0.c c 0, 01 0 0 0 00 0 0 for slab a 0. 0. 0 0 0 0 0 % c 0 0 0 floors) f 0. 0.c 0 0 0 0 0 0 0 0 0 12 -Infiltration a 32.1 9.2 1721 5651 1588 01 c 01 19 624 176 36 1183 333 13 Subtotal bss=6+8_+11+12 21746 1050 "" 2375 ` ' '" 3506 Less exfe r 0 . , 0 0 Less transfer 0 c 0 ..,,' 0 Heating redistribution "" 0 " .. 14 Dud loss 100 2175 *** 1CP/ 105 "* 10'/ , .: 238 * * too/ 351 " 15 Total loss =13+14 2392D 1155 213 ' ' "" 389 16 int gains: Peopile @ 300 4" * 1370 0 "" 0 0 `"' 0 " 0 1370 1 1379 0 0 0 1 "' 1370 17 Subtot RSH gair =7+8 +1.2+16 15299 ' " 347 1580 _ - '06 Less external cooling p ,, • • • p _.. 0 Less transfer • ' 0 *» 0 • _• Coding redish button • • 0 ••» ,• 0 • « •••• ,•,• 0 18 Dud gain 10o 1523 10'/ 35 10/ 158 10°/ `*" 291 19, Total RSH gaol=(17+18)*PLF 1.00 '"* 16319 1.00 `' 382 1.00 "' 17 11.00 3196 20 Air required (dm) 800 800 18 - 1291 152 Printout certified by ACCA'to meet all requirements of Manual J 7th Ed i wivrrrgFttsoft. 'Right -Suite Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 ACC" E:\Files\m\MIDFLORIDA\1204\1204.rsr Page 1 i RIGHT -J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1204 01.21.03 109 COMMERCE STREET; 2241, FL 32746-6206 Phone: (407) 831-2665 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. A%wngF�tsOft Right -Suite Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 k .E:\Files\m\MIDFLORIDA\1204\1204.rsr Page t . e MANUAL J. /01 LA .. 1 Nave of room m wic m Ulh m bed great rm 2 Lerxpdipcsedvel 6.0 It 19.0 ft 126.0 r ft 25.0 ft 3 Roomdrnersors6.0 x 13.0 ft 6.0 x 13.0 It 12.0 x 15.0 It 12.0 x 21.0 ft 4 Ceiings Condit Option j8.0 heavood 8.0 it heaV000l 8.0 ft healkool , 8.0 ft heatbool TYPE OF CST: Kw Area Load (Bai,) Aim Coed Ah) Area Load @1 h) Area Load (I3hh) EXPOSURE NO. Htg Clg (ft) Htg Clg (ft') Htg Clg (ft') - ' Htg,. CIg (ft) Htg CIg 5 Gross a 14B 4.E 21 4E - «. 1E2 .:. ... 208 "" ' * 169 Evosed b 13C 3. 1. - 0 - .. 0 . » 32 wad and c 12C 2. 1.9 1" "" 0 - "" 0 "" 0 partitions d 0. 0. 0 "" 0 0 e 0. 0. "" 0 "" 0 "" 0 ,+ 6 VMnJDmad a 1C 37. 1 702 "" 10 310 '* 16 591 ' 16 591 - glass doors b 8C 37. '* 0 '""' 0 "" 0 0 ' "" 40 1478 '" Heating c38 0 ». 0 0 0 ,. 0 0 d 1C 37. 0 "" 0 0 0' ***' 0 0 e 0. 0 0 0 0 "" 0 0 f 0. 0 0 " 0 0 0 0 7 V*dwad North 20A 1 16 10 "* 204 2 "" 6 "" 120 glass doors NENW 0.0 c0 0 "" 0 0 0 "" 0 cooling EW. 54. 1 991 0 "* 0 14 756 0 "'' 2716 SES%V 0.0 c0 0 "" 0 0 0 0 South 0. 0 0 0 0 0 0 Horz '' 0.0 C 0 0** 0 0 "*"c 0 "" 0 8 Olherdoois a 10D 14. 9. 0 0 0 0 0 0 0 0 0. b 10D 14. 9: 0 0 0 0 0 0 0 0 0 c 0. 0. c 0 0 0 0 0 0 c 0 0 0 9 Net a 14B 4.21 2E 134 60 142 654 292 192 885 3195 112. 516 231 b 13C 3.1 1.2 c 0 0 0 c 0 0 0 32 101 37 walls and c 12C 2. 1. 0 0 0 c 0 0 0 0 0 0 partitions d 0.c 0. 0 0 0 0' 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0" 0 0 0- 0 0 0 0 0 10 Ceilings a 16G . ' 1.1 1.4 95 125 80 84 111 270 211 277 300 317 416 b 0. 0. 0 0' 0 0 0 0 0 0 c 0. ' 0. 0" 0. 0 0 0 0 0 0 0 d -0. :< 0. 0 0 0 0 0 0 0 0 0 e 0.0. 01 0 0 0 0 0 0 0 0 f 0. 0. 0' 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 156 0 19 492 0 25 61 . 25 648 0 (Note: room b 19G 1. ' 0. 0 0 0 A 0 0 0 0 0 psinie� c 0. 0. 0 0 0 0 0 0 0 0 0 is displ. d 0. 0. 0 0 0 0 0 0 0 0 0 forslab a 0. 0. 0 0 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0-• 0 0 0 0 12 Infiltration a 32.919'.2 1q 624 176 101329 921 16 .. 525 148 56 1840 517 13 Sublotel loss- + .+11+12 1711 ** "* 1929'* .. 2887 .. .. 5491 ., Less 6dien- l heating "' 0 0 "` "" 0 " Less trarsfer ,• 0 •*" •» 0 •* 0 «. Heating redistribution 0 c0 0 14' Duct loss 10' 171 *" 10/ 193 10'/ 101/ 549 15 Total loss =13+14 1882 2122 "" 3176 '* 6D40 16 Int gains: People @ 300 c- 0 0 "- 0 1 "'" WO 3 " *14948 1200 - 0 0 - 0 0 ""' 0 17 SubtotRSH gairrt=7+8.+12+@16 - 1367 700 191 Less exp 0006xJ 0 0 0 . » Coding redisbibution 0 "" 0 "" 0 18 Dud gain 10' "' 137 10/ *` " 70 1(Y/ "' 192 10% "" 4951 19 Total RSH gan=(17+18)-PLF ` 1.00 1501 1.00 "" 770 1.00. "* 2111 1.00 5442' 20 Air required (dm) 63 72 71 37 "* 106 100 "" 202 29' Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. A%wngF�tsOft Right -Suite Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 k .E:\Files\m\MIDFLORIDA\1204\1204.rsr Page t . e RIGHT -J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1204 01.21.03 109 COMMERCE STREET, 2241, FL 32746-6206 Phone: (407)831-2665 Printout certified by ACCA tD meet all requirements of Manual J 7th Ed. wrrrgl itsoft Right -Suite Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 E:\Files\m\MIDFLORIDA\1204\1204.rsr Page 3 I I NW1VlA4L .. /n to 1 Name drwn bd 2 2 Ler-ghdexposedwall 27.0 ft 3 Roomd en ons 11.0 x 16.0 ft 4 Ceiings Candi QAM 8.0 1 h.Wbool TYPECFM W M Area Lcad W) Area Arm Area D�OSURE NO. Htg Clg (ft=) Htg Clg Htg Clg Htg Clg Htg Clg 5 Grass a 148 4'E 21 128 " *` - Exposed to 13C 3 1 - - walls and c 12C 2 1. partitions d 0. 0. ,•» «« ,,,, ,.., , « «» «. .«k. e 0. 0. f 0. c 0. . » ..» .». ..» 6 Wrdonsad a 1C 37. -1E 591 - **' glass doors b 8C 37. - 0 - Heating c 9C 38. - 0 - " d I 37. 0 - e 0. 0 f 0. 0 7 WrdDm and North 20. "" 43 glass doors NEMW 0. "" 0 Cooling ENV 54. 1 756 SESW 0. 0 South 0 8 Ober doors a 10D147 9. 0 0 b 10D 14. 9. 0 0 c 0. 0.0 0 0 9 Net a 14B 4. 2.1 112 516 231 eposed b 13C 3.z 1.2 8E 277 106 Ovals and c 12C 2. 1. 0 0 partitions d 0. 0. 0 OI e 0. 0. 0 0 f 0. 0. 1 1 0 0 10 Ceilings a 16G 1.1 1. 176 186 244 b O. 0. 0 0 c O.c 0. 0 OI d0 'c 0. 0 0 e 0. 0. 0 0 f 0. Of c 0 0 1 1 11 Floors a 22A 25. 0. 700 0 (Note: room b 19G 1. 0. 0 perinetEr c 0 ,c O.c c 0 01 is dspl. d O.c O.c c 0 0 for slab a 0 ,c O.c c 0 -0 floors) f 0. 0. 0 0 12 Infiltration a 3Zq 9.2 1 526 148 13 Sublotal bss=6+8_+11+12 Less exlernal heating Less trier Heating redLstribution "" 0 14 Duct loss 101/1 280°/ *»+ °/ • •• °/ »• 15 Total loss =13+14 3076 16 Int gains: People @ 300 0 1270 0 17 Subbot RSH c F7+8�.+12+C°116 "" 1524 Less a dernal 000fing , , •»• 01 Less transfer , • 0 • • •• »« , ,• , , Cooling redistribution 0 18 Dud gain10° 1521 19 Total RSH ga17+18)"PLF 1.00 2D Air required (dn)in{ "' 106 80 Printout certified by ACCA tD meet all requirements of Manual J 7th Ed. wrrrgl itsoft Right -Suite Residential- 5.5.06 RSR26014 2003 -Jan -21 11:22:29 E:\Files\m\MIDFLORIDA\1204\1204.rsr Page 3 I I 10/30/02 17:14 FAX 8626229 ALTAIIONTE SURVEY Boundary SuTvey TOT Mld Florida Homes Lot 4, Block G, HIDDEN LAKE UNIT i -C Plat Book 17, Pages 55-56, Seminole County, Florida FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROWN OF ADJACE111 `R'C)AD UNLESS ' OTHERWiSC APPROVED , cP Meter valve Lot 4 Block G 20' Setback I line k �� Walk 4.6' Inside • \ 2' concrete cera •� ` \ f 6, Setback I Ing Y iransfaraer Pad ' ' A� � Vii' �o. G\ .��. \ • . . i ; 44 V •\ .may•',/ •, ((� i �(( Ytv9 fC� f � \ 20' f� 10' Se lback Ilse Set�ane +- �a f' Iron PIPps no. U. e5' SW c 2.13' °est A Lot 3 d I ock GQ. Ley,°ti� ' cable riser P(�J „i a0f ✓/iv4/N/� f Willy Nisar = EXlt�v �(5 M1� LINE BEARING LENGTH ------------------------------------ t /e ✓A�� Lt N35° 32' 15. 0' W 29, it' }�- [ / _/,�� Curve • Radius Delta Length FIIV/Sal Ps r�•/oDn—G��;rp "Gp07E BELT[P] /N C1 50.00' 26'33'34' 24.92 Legend C2 25. 00' 77'49'11' 33.96 ❑ -Recovered 41z4' Concrete Monument. C3 275. 00' 12° 42' 31' 6t. OD ■ = Set 4`x4' Concrete Monument 6LB6300 (hl,. Survey Certified To: - Recovered Nail & Disk as shown Mid Florida Homes _ x = Recovered X Cut in concrete o Recovered 1/2° Iron Rod LB7020 e Recovered 112' iron rod not 0- = Light Pole as shown =6'Wood Fence —:c—=4'Chain link fence -3' Wood fence A-Contral Angle L -arc R=Radius R/W=Right of Way =Concrete Slab A/C -Air Conditioner (R) -Radial (NR1-Non-Radial Bearings are based on the (P)=Plat (M1 -Measured (C)=Calculated (01=Deed West line of Lot 4 POB -Point of Beginning POC -Point of Commencement as being N36103'57'W, per plat SCALE: 1'= 30' PDL=Point On Line Not valla Wlinout the signature and the original rapped seal of n Florida delelicetions et surveyor and This survey is certified to and prepared for the Legal Description furnished by sapper. Aorrepor and deletions to survey Baps. REVIEWED BY: MWS sole and exclusive benefit of the entities and/ client unless otherwise noted) ske tchas or reports by other than tha signing party or parties is pronlbilee With 't Written DRAWN BY: SAW or individuals listed and shall not be relied on consent of the st nIng p fly r D les. by any other entity or individual whomsoever. This is to certify That I DATE: October 29, 2002have reviewed the Flood Underground foundations and/or improvements were Insurance Rating Map (FIRM), MicJOB No.: 16668 not located as a part of this survey. Panal Number 12099 G045 E. For the PIf Al PSN •ease Dated 4/17/95 and determined For the Flre of Inc.#LBamo nte Surveying Lands shown hereon were not abstracted for rl hTs that Inc lands shown hereon and Plattlnp, c. aLa63tl0 9 Revised: or ways and/or easements of public records. Iles in Flood Zane 'X'. aL��pa0m1TC WOMMEWO[DEE MID TLHU0UO3 Dim. 445 Douglas Avenue, Sulte 1505 Phone ( 407) 862-1555 Altamonte Spr 1 ngs, F1 or l da 32714 Fax ( 407) 862-6229 f s � 41 �rt �j41 _ Ile 143 r �U � ' ~, • a. � h; {ice. � '� V\� goa . �, /tea � f i EC. 4Z• �� {�,i 1. '�' ;, -. x- �:.;� "x,�F�y Yj='"�i!n'.•'. ,� � \ V�% - •��-1"� �� i� .� - �/VIP �`"' -..,fit' �ikt��,��7#,'4.•� Y.�i. ;! Y#, •7 Boundary Survey for Mid Florida Homes Lot 4, Block G, HIDDEN LAKE UNIT i -C Plat Book 17, Pages 55-56, Seminole County, Florida O� O/ Nanhale G�.� c2 vo/Water .Valve o Lot 4 / G3 Block G 20' Setback line �r walk +1.5' Inside— / � 2' concrete curb \ V 25' Setback ,line Transformer pad t' Iron PIYa no, Oma, 0.15' South a 2. 13' West F � / F t0' Setback line VO '- - rho t\ 20' Sett ckA \ 4b 10. 05Lot 3 Block G w /t Cable riser Ott - utility nlser - LINE • BEARING LENGTH / ------------------------------------ / / Li N35132' i5.O' W 29.1V Curve • Radlus Delta Length GREEN BEL r(PI / C t 50. 00' 2803Y341 24.92 N C2 25.00' 77149' 1 i' 33.96 Legend C3 275.00' 12142' 31' 61.00 ❑ = Recovered 4'x4' Concrete Monument. m = Set 4'x4' Concrete Monument sLB6300 This Survey Certified TO: A = Recovered Nall 6 Disk,as shown Mid Florida Homes X - Recovered X Cut in concrete ci = Recovered i/2' Iron Rod LB702D e = Recovered 1/2' Iron rod no* o-= Light Pole as shown o—=6'Wood Fence —x— =4'Chain link fence —"— =3' Wood fence 6 -Central Angle L -Arc R -Radius R/W=Right of Hay =Concrete Slab A/C -Air Conditioner (R)=Radial INA Non -Radial Bearings are based on the (P)=Plat (M)=Measured (C)=Calculated (D)=Deed West line of Lot 4 POO -Point of Beginning POC -Point of Commencement as being N36'03'57'W, per plat SCALE: 1'= 30' POL-Point On Line Not valid without the signature and the original raised seal of a,Florlda licensed surveyor and This survey Is certified to and prepared for the Legal Description furnished by sapper. Additions and deletions to survey saps, REVIEWED BY: MWS sole and exclusive benefit of the entitles and/ client (unless otherwise noted) cites or reports by other than the signing - or Individuals listed and shall not be rolled on party or,partles9i prohibited wltA t written DRAWN BY: SAW omso consent. f 2he;ai ping p rty. leg. by any other entity or individual whomsoever. This is to certify that I DATE: October 29, 2002 have reviewed the Flood Underground foundations and/or Improvements were Insurance Rating Map (FIRM), E not located as a part of this survey. Panai Number 120179 0045 E, Michael mlltrs, -PSM x1458; JOB N0. ::16668 Dated 4/17/95 and determined For the Firm rt Altamontc•surveyinq Lands shown hereon were not abstracted for rights that the lands shown hereon. and Plattlnq. Inc:,OL86300 '_ L Revised: of ways and/or easements of public records. lies in Flood Zane 'x'.. OlsU JEUTE %1DIEd10001flM I p®M I [P[LaUii0IM, 0mICe 445 Douglas Avenue, Suite 1505 Fax (407) 862-6229 Phone ( 407) 862-7555 Altamonte Springs; Florida 32714 MiTek' January 9, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu -Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4347370 thru 14347380. Total : 11 drawings. Job :32095 Builder :MID FLORIDA HOMES Location :LOT 4 HIDDEN LAKE County : S EM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 11 Truss drawing. 2) Truss Index. January 9, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. I TRUSS INDEX OF JOB 32095 Trus5as included=11 0, "\32095\a. tre" 1 4347370 1,"\32095\a1.tre" 14347371 2,"\32095\a2.tre" 14347372 3,'132095\agl.tre" 14347373 4,"\32095\ag2.tre" 14347374 5,"\32095\as.tre" 14347375 6,"\32095\as1.tre" 14347376. T "\32095\b. tre" 1 4347377 8,"\32095\bg.tre" 14347378 9,"\32095\cg.tre" 14347379 10,"\32095\dg.tre" 14347380 I IF I No, 4 5161 ,• '�` _ �oNAL January 9,2003 ®WARNING - VerVy design parameters and READ NOTES ON TATS AND REVERSE. SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applk;abllify of design parameters and proper Incorpoiatlon'of component Is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilacing of the overall structure Is the responsibility of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 �Te k® Handling Installina and Bracing Recommendation available from Truss Plate Institute, $83 D'Onoblo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION: Failure to Follow Could Cause Property ��. *Center plate on joint'unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to.both sides of truss and building designer, erection supervisor, property Yesecurely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each Cz C3 other. o WEBS J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o 0 Q 0 `` ; '' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from C, CA panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek0 engineer. ® 15, Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 G.4MG-NAIL ® #f YORD-AOR ob Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. 14347370 2095 A ROOF TRUSS 4 1 (optional) ACCO-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s"Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:04:23 2003 Page 1 • I -1-4-0 1 4-11-10 9-5-13 14-M 18-6-3 23-0-6 28-M 29-4-0 1-4-0 4-11-10 4-6-3 - 4-6-3 4-6-3 4-6-3 4-11-10 1-4-0 Scale = 1:50.2 - 4.6 5 6.00 12 • 3x4 3x4 J 4 6 . ,. 5x6 4 5x6 J 3 7 5x8 = 12 10 2 3x4 5 3x4 = 8 3.00 12 3x6 i 3x6 7-2-11 14-M 20-9-5 28-0-0 i 7-2-11 6-9-5 6-9-5 7-2-11 Plate Offsets (X,Y): [2:0-2-9,0-1-81,13:0-3-0,0-3-01, (7:0-3-0,0-3-01, 8:0-2-9,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) -0.33 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.74 Vert(TL) -0.53 11-12 >623 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.38 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-0"oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1413/0-8-0,8=1413/0-8-0 Max Horz2=-203(load case 5) Max Uplifl2=-753(load case 4), 8=-753(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=-3848, 3-4=-3581, 4-5=-2652, 5-6=-2652, 6-7=-3581, 7-8=-3848, 8-9=20 BOT CHORD 2-12=3457, 11-12=3094, 10-11=3094, 8-10=3457 WEBS 3-12=-161, 4-12=345, 4-11=-661, 5-11=2038, 6-11=-661, 6-10=345, 7-10=-161 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category ll; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 753 Ib uplift at joint 2 and 753 lb uplift at joint 8. 1 13� 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED .• ' "'•• LOAD CASE(S) Standard j' ;•��J 61. l� * No. 45161 y �. STATE of .- 16. ® WARNING - Tler{fy design parameters and READ NOTES ON TRIS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek. connectors. This design Is based only uponparameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Ik for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Instaillnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes l PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of, truss and . building designer, erection supervisor, property securely seat. 'fie J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2. Cut members to bear tightly against each cs Q other. o WEBS J5 a: I3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ,� ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v o a �ti 7:truss at joint locations, and vertical web, o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from �, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 P J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dim-ension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional �� AA MiTek ® engineer. O 15. Care should be exercised in handling, " TM Jil PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP ... FORM018,019 .. - GAING-NV UL OO . HY®RDAIR ® •- ob Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. 14347371 2095 Al ROOF TRUSS 4 1 (optional) %CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:04:23 2003 Page 1 -. -14-0 1 4-11-10 i 9-5-13 14-0-0 18-6.3 23-M 28-" 1.4-0 4-11-10 4-6-3 4-6-3 - 4-6-3 4-6-3 4-11-10 Scale = 1:48.5 4.6 = 5 6.00 Fl2 - 3x4 5 3x4 4 6 5x6 i 2x4 3 7 10 5x8 = 4 4 11 8 8 2 3x4: 3x4 a t 100F1-2 3x6 3x6 7-2-11 14-0-0 20-9-5 28-0-0 .. 7-2-11 6-9-5 6-9-5 - 7-2-11 Plate Offsets (X,Y): [2:0-2-9,0-1-81, [3:0-3-0,0-3-01, 8:0-2-9,0-1-8 OADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP CLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.33 10 >999 M1120 249/190 CDL 7.0 Lumber Increase 1.33 BC 0.74 Vert(TL) -0.53 10-11 >624 CLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.38 8 n/a CDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 129 Ib UMBER BRACING OP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-10 oc purlins. OT CHORD 2 X 4 SYP, No.2D BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. EBS 2 X 4 SYP No.3 EACTIONS (Ib/size) 8=1285/0-8-0,2=1413/0-8-0 Max Horz2=217(load case 4) Max UpliflB=-632(load case 5), 2=-753(load case 4) FORCES. (lb) - First Load Case Only OP CHORD 1-2=20, 2-3=-3848, 3-4=-3581, 4-5=-2652, 5-6=-2652, 6-7=-3574, 7-8=-3846 OT CHORD 2-11=3457,10-11=3094,9-10=3094,8-9=3452 EBS 3-11=-161, 4-11=345, 4-10=-661, 5-10=2038, 6-10=-661, 6-9=334, 7-9=-160 NOTES (5-6) ) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category ll; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Bearing at joint(s) 8, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 Ib uplift at joint 8 and 753 Ib uplift at joint 2. i C3� Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !Q THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED ,.•�;�., , OAD CASE(S) Standard No, 45161 ; A A , en•� STATEV F . 1 ` .r t• ®WARMNG - verVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer. Bracing'shown li for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Addlllonal permanent br!9cing of the overall structure Is the responsibility of the building designer. For general guidance egarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 ® M Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'onofrlo Drive, Madison, WI53719. '�� Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/1 * Center plate on joint, -unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property /8 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 ca other. o WEBS JS 3. Place plates on each face of truss at each *For For 4 x 2 orientation, locate ; � �' joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of 0 o a M at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 1 /4 length(+ 6" from C8 V c6 at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. _®® M1 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer, , 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. {��® . CLIP FORM018,019 .. canw�-nwa®: HY®RQ,ISW® i Job I Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. _ 14347372 2095 A2 ROOF TRUSS 6 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:04:24 2003 Page 1 7-2-11 14-M 18-4-8 22-9-0 27-10-0 1-4-0 7-2-11 - - 6-9-5 4-4-8 4-4-8 5-1-0 Scale = 1:48.6 - 4x6 = , 4 6.00 12 3.6-- 5x6 i 3 3x4 II 6 10 5x8 = 4 tt 2 2 2x4 II 3x8 Io 1 3.00 12 3x4 = 3x4 G E 2x4 II ' 7-2-11 14-0-0 22-9-0 22-1)-12 27-10-0 7-2-11 6-9-5 8-9-0 0-2-12 4-10-4 Plate Offsets (X,Y): [2:0-2-3,0-0-91, 3:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(LL) 0.20 .2-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.71 Vert(TL) -0.2710-11 >985 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 127 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP-No.2D TOP CHORD Sheathed or 3-4-14 oc purlins. BOT CHORD -2 X 4 SYP No:2D BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS (Ib/size) 2=1143/0-8-0,8=1570/0-8-0 Max Horz2=221(load case 4) Max Uplift2=-649(load case 4), 8=-942(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=41,2-3=-2937,3-4=-1708,4-5=-1648.5-6=603,6-7=500 BOT CHORD 2-11=2580,10-11=2570,9-10=1158,8-9=-1523,6-9=-379,7-8=-346 WEBS 3-11=153,3-10=-1053,4-10=985,5-10=338,5-9=-2067 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 Ib uplift at joint 2 and 942 Ib uplift at joint 8. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `� t �� 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED -� .•"' ••. i j�q LOAD CASE(S) Standard j•.��,� f� No. 4-5161 ' �. STATE OF = 4 p Rc 0 ,,� ®WARNING - VerVy design parameters and READ NOTES ON TRIS AND REVERSE SWE BEFORE USE. —® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br'acing of the overall structure Is the responsibility of the building designer. Fovgeneral guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -B8 Quality Standard, DSB-89 Bracing Spectficatlon, and HIB -91 MiTek M Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, Wl53719. i Job I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �B securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each • C2 73- other. WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 3 Q �' joint and embed fully. Avoid knots and wane joint plates 1/8" from outside edge of L) O a �' is = at I locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at � length(+ 6" from ce C, C.6/4 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of o required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length' parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. 4� ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190. 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® — 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15, Care should be exercised in handling, TM PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORMOI 8,019 ., .. GANG-IVAJL ® I7 I ®R6FYr®R @� Job Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. = 14347373 2095 AG1 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:04:24 2003 Page 1 1-1-0-0 1 7-3-4 i 14-M 20-8-12 28-M 29-4-0 1-4-0 7-3-4 6-8-12 6.8-12 7-3-4 1-4-0 - Scale = 1:49.6 4x6 = 4 6.o0 F12 5x6 i 5x6 3 5 2 6 rP 7 1g 1 3x4 = 10 9 a 3.4 = 3x4 = 3x4 = 3x4 = 9-6-3 18-5-13 28-0-0 9-6-3 8-11-11 9-6-3 Plate Offsets (X,Y): [2:0-1-12,0-1-81, [3:0-3-0,0-3-01, [4:0-2-0,0-0-81, 5:0-3-0,0-3-0 , 6:0-1-12,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL . 30.0 Plates Increase 1.33 TC 0.82 Vert(LL) 0.10 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.30 8-10 >999. BCLL 0.0 . Rep Stress Incr NO WB 0.47 Horz(TL) 0.06 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 197 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-5-7 oc bracing. WEBS 2 X 4 SYPNo.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1413/0-8-0,2=1413/0-8-0 Max Horz2=-206(load case 5) Max Uplifl6=-753(load case 5), 2=-753(load case 4) FORCES. (lb) - First Load Case Only TOP CHORD 1-2=23,2-3=-2005,3-4=-1737,4-5=-1737,5-6=-2005,6-7=23 BOT CHORD 2-10=1772,9-10=1219,8-9=1219,6-8=1772 WEBS 3-10=-407, 4-10=623, 4-8=623, 5-8=-407 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever 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 MII20 unless otherwise indicated. It B� fn 5) Gable studs spaced at 2-0-0 oc. ! �J 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 753 Ib uplift at joint 6 and 753 Ib uplift at joint , ... 2. ' P ��3� f�` -14 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j" 8) THIS TRUSS DESIGN CONFORMS.WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED r' 1. No, 45161 LOAD CASE(S) Standard V -:ean STATE OF /tpRl9,��°'� fr� ®WARNING - Veryy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valla for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNeIng of the overall structure Is the iesponslbllity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/, * Center plate on joint unless,Damage Or Personal Injury dimensions indicate -otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both'sides of truss and building designer, erection supervisor, securely seat. J2 J3 J4 property owner and all other interested parties,. Ye TOP CHORDS , 2. Cut members to bear tightly against each C c3 other. o WEBS J5 3. Place Q plates on each face of truss at each fully, Avoid knots wane *For 4 x 2 orientation, locate o �� ; L) O joint and embed and at joint locations. plates 1/8" from outside edge of a _ truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 1/4 at panel length(+ 6" from adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT.. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 , continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,'9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional A ivi1Tek® engineer, , 15. Care should be exercised in handling, lli® ,f�TM CLIPE� erection and installation of trusses, © 1993 Mitek Holdings, Inc. FOR M018.019 .. - c'ao nim-nwiL ® HYDRO -AIR,® .. ._ r_, L__ I Job Truss Truss Type Qty Ply LOT 4 HIDDEN LK SEMINOLE CO. 14347374 32095 AG2 ROOF TRUSS (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:04:25 2003 Page 1 1-1-4-0 1 7-3-4 14-M 20-8-12 28-M 29-4-0 1-4-0 7-3-4 6-8-12 6-8-12 7-3-4 1-4-0 Scale = 149.6 4A 4 6.00 F12 54 i 54 5 2 7 Ig 3A 10 9 8 3.4 U4 = 3A = U4 9-6-3 18-5-13 28-M 1 9-6-3 8-11-11 9-6-3 Plate Offsets (X,Y): [2:0-1-12,0-1-81,[3:0-3-0,0-3-01,[4:0-2-0,0-0-81.[5:0-3-0,0-3-01, f6:0-1-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.82 Vert(LL) 0.10 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.30 8-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.06 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORb Rigid ceiling directly applied or 6,5-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1413/0-8-0, 2=1413/0-8-0 Max Horz2=206(load case 4) Max Uplif6=-753(foad case 5), 2=-753(load case 4} FORCES (lb) - First Load Case Only TOP CHORD 1-2=23,2-3=-2004,3-4=-1736,4-5=-1736,5-6=-2004,6-7=23 BOT CHORD 2-10=1771,9-10=1218,8-9=1218,6-8=1771 WEBS 3-10=-407, 4-10=623, 4-8=623, 5-8=-407 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever 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. it 5) Gable studs spaced at 2-0-0 oc. 13 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 753 lb uplift at joint 6 and 753 lb uplift at joint ...... 2. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001., BASED ON PARAMETERS INDICATED No. 4-5161 LOAD CASE(S) Standard ' Pen STATE OF 0 R Mo. AWAJUMC; • Ver{ y design panmactem and READ NarJCS ON TMS MM REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporallon,of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoblo Drive, Madison, WI 53719. I rr Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property/ 11/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate�otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, securely seat. J2 J3 J4 property owner and all other interested parties,. 1/9 TOP CHORDS 2. Cut members to bear tightly C2 73- against each other, WEBS J5 a:3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge ofa v 0 �y V4, at joint locations. truss and vertical web, a Unless otherwise noted, locate chords lices p IN0 at /4 panel length(+ 6" from adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots, Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190' 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ®_ ® 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 F- _ - _ ._ . Job Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. 14347375 2095 AS ROOF TRUSS 4 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:06:13 2003 Page 1 - r -1-4-0 4-11-10 1 9-5-13 14-0-0 16-0-0 21-8-12 28-0-0 29-4-0 i 1-4-0 4-11-10 4-6-3- 4-6-3 2-M 5-8-12 6-3-4 1-4-0 Scale = 150.2 4x6 — 5 3x4 6.00 12 6 3x4 i 4 5x6 5.6 4 7 3 13 - 5x8 = 4x12 zz 1 Y 15 6 2 3x4 B jo 1 - 3.00 12 _. . 3x6 G 14 - 11 10 axe = 2x4 1 3x6 = 7-2-11 14-0-0 16-0-0 21-8-12 28-0-0 7-2-11 6-9-5 2-0-0 5-8-12 - 6-3-4 Plate Offsets (X,Y): [2:0-2-9,0-1-81, [3:0-3-0,0-3-01, [7:0-3-0,0-3-01, 12:0-5-15,0-1-11 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL)-. 0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.75 Vert(TL)- -0.47 13-15 >693 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.31 18 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 152 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s)i 12. REACTIONS (Ib/size) 2=1431/0-8-0,8=1438/0-8-0 Max Horz2=205(load case 4) Max Uplift2=-744(load case 4), 8=-740(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=-3914, 3-4=-3651, 4-5=-2727, 5-6=-2727, 6-7=-3239, 7-8=-2181,8-9=23' BOT CHORD 2-15=3517, 13-15=3160, 12-13=2954, 11-12=99, 6-12=506, 11-14=0, 10-11=0, 8-10=1924 WEBS 3 -15= -156,4 -15=341,4 -13=-658,5-13=2193,6-13=-723,10-12=2195,7-12=952,7-10=-900 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable endzone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 Ib uplift at joint 2 and 740 Ib uplift at joint 8. �y 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED .+" '•,�/�"(.�_1 ' ��f(t`� ••�J� LOAD CASE(S) Standard t r- e * ' No, 45161 4 w p ; OTATE E OFit 0 R IDS 1 1 ti' ®WARNING - Verw design parameters and READ NOTES ONTBJS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applkablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brblcinqof the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and 14IB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719. I Symbols Lumbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property . *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property /B securely seat, JZ J3 J4 owner and all other interested parties.. A„ TOP CHORDS 2. Cut members to bear tightly against each cz c� other. . o WEBS 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate hcr ,� ; Q joint and embed fully. Avoid knots and wane PIC 1/8" from outside edge of L) o a _ at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices at X14 length(+ 6" from C8 C, c6 10 panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of o required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at. 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ®IP 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 O'Ii®%a®-AW®... .... ' . IN ob Truss Truss Type . Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. 14347376 2095 ASI ROOF TRUSS 3 1 (optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:05:42 2003 Page 1. - -1-4--0 4-11-10 9-5-13. 14-M 16-0-0 21-8-12 28-0-0 + 1-4-0 4-11-10 4-6-3 4-6-3 2-0-0 5-8-12 6-3-4 - - Scale = 1:48.6 44 = 5 3x4 O - 6.00 12 6 3x4 4 4 3x4 - 5x6 t' 7 3 12 5x8 = 4x12 t i 14 6 2 3x4 jo 1 - .3.0012 _ 3x6 i 13 10 9 3x4 2x4 II 3x6 - 7-2-11 14-" 16-M 21-8-12 28-0-0 7-2-11 6-9-5 2-0-0 5-8-12 6-34 Plate Offsets (X,Y): 2:0-2-9,0-1-8 [3:0-3-0,0-3-01, [8:0-2-10,0-1-81, 11:0-6-0,0-1-12 LOADING (psq SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1-.33 BC 0.75 Vert(TL) -0.4712-14 >693 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.31 . 8 n/a BCDL 10.0 - Code FBC2001 1st LC LL Min I/dell = 360 Weight: 150 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at J4(s): 11 REACTIONS (Ib/size) 8=1309/0-8-0,2=1431/0-8-0 Max Horz2=221(load case 4) Max Uplift8=-620(load case 5), 2=-744(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=-3914, 3-4=-3651, 4-5=-2727, 5-6=-2727, 6-7=-3239, 7-8=-2186 BOT CHORD 2-14=3517, 12-14=3160, 11-12=2954, 10-11=99, 6-11=503, 10-13=0, 9-10=-0, 8-9=1928 WEBS 3 -14= -156,4 -14=341,4 -12=-658,5-12=2193,6-12=-723,9-11=2174,7-11=970,7-9=-890 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category ll; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 620 Ib uplift at joint 8 and 744 Ib uplift at joint 2. 5) Truss Engineer: Junaidie Budirnan, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331... 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED ........ ' -7 LOAD CASE(S) Standard; ��3� ��` •. N0.45161 9 � �. STATE OF • .'•+1 0 f rye l M'. 1� .1 Iti' ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design .Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblilty of the erector. Additional permanent br�cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing SpecIfIcatton, and HIB -91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI 53719. IN Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 �/" * Center plate on joint unless Damage or Personal Injury dimensions indicate. otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, securely seat, . J2 J3 J4 property owner and all other interested parties,. %8 ,, , Ye' TOP CHORDS 2. Cut members to bear tightly against each 17-1 Cz Q other, 0WEBS J5 Q 3. Place plates on each face of truss at each fully, Avoid knots *For 4 x 2 orientation, locate o " Z �,� t v 0 joint and embed and wane at joint locations. plates 1/8" from outside edge of a � _ truss and vertical web. a 0 4. Unless otherwise noted, locate chord splices at �/4 length(+ 6" from C8�, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek° engineer. ®erection 15, Care should be exercised in handling, PANEL TM and installation of trusses. © 1993 Mitek Holdings, Inc. CLI P FORM018,019 I'OY®QO,A'pOp , ' ,- ob Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. 14347377 2095 B ROOF TRUSS 9 1 (optional) " ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002-MiTek Industries, Inca Thu Jan 09 14:04:26 2003 Page 1 -- r -1-4-0 6-3-4 12-0-0 17-8-12 24-0-0 253-0 1-4-0 6-33 5-8-12 5-8-12 6-33 13-0 = Scale - 1:43.1 4x6 4 6.00 12 2x4 \\ 2x4 3 5 2 6 3x6 = 10 9 a axe = 3.4 = 3x4 = 3x4 = 73-11 16-7-5 24-" 73-11 9-2-10 73-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) -0.31 8-10 >904 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.93 Vert(TL) -0.66 8-10 >422 BCLL 0.0 Rep Stress Incr NO WB 0.53 Hbrc(TL) 0.05 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYPNo.2D TOP CHORD Sheathed or 4-0-7 oc.purlins. BOT CHORD 2 X 4 SYP No.26 'Except' BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. 2-9 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1409/0-8-0, 6=1409/0-8-0 Max Horz2=-182(load case 5) Max Uplif2=-766(load case 4), 6=-766(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23,2-3=-2105,3-4=-1947,4-5=-1947,5-6=-2105,6-7=23 BOT CHORD 2-10=1856,9-10=1240,8-9=1240,6-8=1856 WEBS 3-10=-330,4-10=826,4-8=826,5-8=-330 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE, 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category ll; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 766 Ib uplift at joint 2 and 766 Ib uplift at joint 6. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED *_ LOADCASE(S) Standard ,�l'*!�t .t13 ... 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 �.. Uniform Loads (plf) �•�°� Vert: 1-4=-74.0, 4-7=-74.0, 2-10=-20.0, 8-10=-60.0, 6-8=-20.0 * ' No, 4.5161 STATE OF ♦ QNA�. no tti ®WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. sinniiiiiiiiiiii MMIIIIIIIII Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an indlvkdual building component to be _ === Installed and loaded vertically. Appllcablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss C=cm designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the - responsibllity of the erector. Additional permanent br�icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Welke Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Lumbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -0110- 11/4 * Center plate on joint unless Damage Or Personal Injury dimensions indicate,otherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the .plates to both sides of truss and building designer, erection supervisor, property 1 securely,seat, '. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each - c2 c3 other, cr WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v O at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords lices p at /4 length(+ 6" from panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials. ® _ 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. ®erection 15, Care should be exercised in handling, ffl PANEL TM and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,079 _ .. GA YG-WAJL ® HYD/ ®IfiR ®� 0 ob Truss Truss Type City Ply LOT 4 HIDDEN LK. SEMINOLE CO. 14347378 i 2095 BG ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:04:26 2003 Page 1 ' -14-0 6-34 12-0-0 17-8-12 24-" 25-4-0 i 1-4-0 6-3-4 5.8-12 5-8-12 6-3-4 1-4-0 f Scale = 1'43.1 . .. - 4x6 " 4 f 6.00 12 3 3x4 i 3x4 3 5 2 6 71 n p 3x6 = 10 9 a 3x6 = i 3x4 = 5x6 = 3x4 = i 7-4-11 16-7-5 24-0-0 - 7-4-11 9-2-10 7-4-11 Plate Offsets (X,Y): f4:0-2-0,0-0- 2 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) -0.31 8-10 >904 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.93 Vert(TL) . -0.66 8-10 >422 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.05 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 161 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. 2-9 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1409/0-8-0, 6=1409/0-8-0 Max Horz2=-181(load case 5) Max Uplift2=-766(load case 4), 6=-766(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23,2-3=-2104,3-4=-1946,4-5=-1946,5-6=-2104,,6-7=23 I BOT CHORD 2-10=1855,9-10=1239,8-9=1239,6-8=1855 WEBS 3-10=-330,4-10=826,4-8=826,5-8=-330 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever 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 i End Detail" i b� rn 4) All plates are 2x4 MII20 unless otherwise indicated. , �! 5) Gable studs spaced at 2-0-0 oc. �`,.•"""'•�•� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 766 Ib uplift at joint 2 and 766 Ib uplift at join 6. 7) Truss Engineer: Junaidie Budiman; PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ►. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED `' * NO 4 j161 LOAD CASE(S) Standard '"rj • �C g 1) Regular: Lumber Increase=1.33, Plate Increase=1.33�� ! Uniform Loads (plf) o • y.• (� Vert: 1-4=-74.0, 4-7=-74.0, 2-10=-20.0, 8-10=-60.0, 6-8=-20.0 ••'�.'� 0 R ko .r QWARMNG - VerM design parameters and READ NOTES ON TBZS AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is. for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the , responsibility at the erector. Additional- permanent brarcing of the overall structure is the responsibility of the building designer. For general guidance ! regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing SpecMicatlon, and HIB -91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. F Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate"otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. �Ye TOP CHORDS . 2. Cut members to bear tightly against each C2 c3 other, o WEBS J5 3. Place face truss Cr � plates on each of at each joint and embed fully. Avoid knots wane * For 4 x 2 orientation, locate ,� ; ; �' o and at joint locations, plates 1/8" from outside edge of a �' _ truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) C BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE $IZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4, X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N,930013- N, 910080-N connections to trusses are the responsibility of BEARINGothers I unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ®� ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, ®erection 15, Care should be exercised in handling, IJ TM PAPN NEL and installation of trusses. ©1993 Mitek Holdings, Inc. CLIP FORM018,019 "' _ GAtyr.-HAIL ® HY®/a®-L4BR.® - ob Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE CO. - 14347379 20D5 CG ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Jan 09 14:04:27 2003 Page 1 ' 5-4-0 -- 10-8-0 r 1 5-4-0 5-4-0 4x6 _. Scale = 1:19.4 2 6.00 12 2x4 II 2x4 II 3 1 , �o - 2x4 II 2x4 II 2x4 II 4 3x4 = 3x4 = " 5-4-0 10-8-0. - 5-4-0 5-4-0 Plate Offsets (X,Y): [7:0-0-0,0-0-01, 8:0-0-0,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) -0.01 4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.02 3-4 >999 BCLL , 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 3 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=470/0-8-0, 3=470/0-8-0 Max Horzl=65(load case 4) Max Upliftl=-231(load case 4), 3=-231 (load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=494,2-3=494 BOT CHORD 1-4=434,3-4=434 WEBS 2-4=100 NOTES (6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever 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) Gable studs spaced at 2-0-0 oc. r 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 Ib uplift at joint 1 and 231 Ib uplift at joint [3p 3. _� �•........�� 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOADCASE(S) Standard '� J• Na 4J1Cii y W. STATE OF r s��QNAf. .r r• ®WARNING - VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE - Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Design Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility at the erector. Additional permanent brbcing. of the overall structure is the responsibility of the building designer. For general guidance regarding labrcatlon, quality control, storage, delivery, erection and bracing, consuff OST -88 Quality Standard, D049 Bracing Specification. and HIB -91 MiTek 'T® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'OnoUlo Drive, Madison, WI 53719. �� Symbols Numbering System AGeneral Safety motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property ��securely seat. J2 J3 J4 owner and all other interested parties., 1A„ B.11 TOP CHORDS 2. Cut members to bear tightly against each C2 ca other. o WEBS J5 Cl 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; Q L joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v O a�y V at joint locations. truss and vertical web, a 4, Unlessthi oerwse noted, locate chordsplices at /4 length(+ 6" from Vo panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with Wk which bearings (supports) occur. stacks of construction materials. ® -- 14. Do not cut or alter truss member or plate without prior approval of a professional MoTek® engineer. ® 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. ©1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG L ® Hy0pa.AP ro '' i I 14347380. s r Job Truss Truss Type Qty Ply LOT 4 HIDDEN LK. SEMINOLE co: 2Q95 DIG ROOF TRUSS 2 1 (optional) ACCO-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc._ 5.000 s Jul 23 2002 MiTek Industries,Inc. Thu Jan 09 14:04:28 2003 Page 1 -1-4-0 3-4-0 �' 6-8-0 8-0-0 1-4-0 3-4-0 - - 3-4-0 - 1-4-0- Scale = 1:15.4 4x6 = .. . 3 - _. •.. 6.00 12 .. 4 2' 5 W. 11 2x4 = 2x4 = ' 3-4-0 3-4-0 3-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.17 Vert(LL) 4 -0.00 6 ->999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) ': '0.01 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 28 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No:21D TOP CHORD Sheathed or 6-0-O:oc purlins. BOT CHORD 2 X 4 SYP N6. -2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP.No.3 REACTIONS (Ib/size) 2=414/0-3'0, 4=414/0-3-0 Max Horz2=-77(load case 5) Max Uplift2=-254(load case 4), 4=-254(load case 5) FORCES (lb) - First Load Case Only TOP CHORD l-2=22,2-3=-321,3-4=-321,4-5=22 BOT CHORD 2-6=284,4-6=284 WEBS 3-6=64 NOTES (6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 -per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category. II; exposure B; partially;MWFRS gable end zone; cantilever 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) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding254 lb uplift at joint 2 and 254 Ib uplift at; joint 4. 6) Truss Engineer: Junaidie Budiman,.PE#45161. Add ress:"16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED -� �•...`..•.� ! ' +�� I�q LOAD CASE(S) Standard - j• •' t : No. 4.5161 STATE OF QQ AA .1 r SE �wAMNG - VerVy design parameters and READ NOTES ON TMS AND REVERSIDE BEFORE USE. Design valid for use only with MITek connectors. Thisdesign.ls based only upon parameters; shown, and Is for"on'Individual building component to be _ Installed and Ibaded.vertically. 'Applicability of design parameters and proper Incorporatlon of component is responsibility of building designer= not truss designer. Bracing shown is for lateral support of. Individual web members only. Additional temporary bracing to Insure stability during construction Is the - - responsibility of the erector. Additional permanent brarcing• of the overall structure Is the responsibility of the building designer. For general guidance - regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 I�'Tek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI 53719. I 14347380. s r S Symbols Numbering System :: General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property . 134 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide this truss plates to both sides of truss and copies of design to the building designer, erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut to bear C2 73- members tightly against each � WEBS J5 other, 3. Place plates on each face of truss at each o * For 4 x 2 orientation, locate 6 g 0 �' ; cr o joint and embed fully. Avoid knots and wane at joint locations, plates 1/8" from outside edge of d �y truss and vertical web. 00 a o 4, Unless otherwise noted, locate chord splices �/4 at panel len th b adjacent 1 from ad oint, g (+ 1 ) ce c2 cs r BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. b. Unless expressly noted, this design is not JOINTS AND CHORDS ARE NUMBERED CLOCKWISE applicable for use with fire retardant or preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and M[Tek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ft. spacing, or less, if no ceiling is installed, ICBO 1591, 1329, 4922 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. ' Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, MASI -- - - 14, Do not cut or alter truss member or plate without prior approval of a professional eT1' ek® engineer. , ® 15. Care should be exercised in handling, TM erection and installation of trusses, PANEL ©1993 Mitek Holdings, Inc. CLIP FORM018,019 Gk—G-NASI. iii®R®.A®R c c c C 2-0-0 :DA—n—n 2-0-0 0 I 0 I 0 ---------------------------------------- 28-0-0 WA R h I M 0: ALL BEARING WALLS TO BE PLACED � ' � H41S�6 �, C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS:j 1 PRIOR TO SETTING TRUSSES..�- - ---- ! h HMM-2 €NIGN€ER€D DRAWINGS--LOADING--PITCH AND OVER/HANGS! WALLS SHOWN ARE TO BE BEARING.. IS SPC.HGR SIGNED APPROVAL- X JOB NUMBER:32095 DATE: 1-8-03 PITCH:- 2 LOAD:SHINGLES CCU SPAN CUSTOMERy:MID FLORIDA HOMESy 6' /H: 1-4 407-321-1440 BY: T.H JOB NAME:r L�-,4 HIDDEN LK ;SEMINOLE CO. BRG: BLOCK " E-777= A IS AS IAl I I n Al D ctjiAli — f AP I ,! I AP IAP n API I -- ! Al AR i 0 I 0 I 0 ---------------------------------------- 28-0-0 WA R h I M 0: ALL BEARING WALLS TO BE PLACED � ' � H41S�6 �, C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS:j 1 PRIOR TO SETTING TRUSSES..�- - ---- ! h HMM-2 €NIGN€ER€D DRAWINGS--LOADING--PITCH AND OVER/HANGS! WALLS SHOWN ARE TO BE BEARING.. IS SPC.HGR SIGNED APPROVAL- X JOB NUMBER:32095 DATE: 1-8-03 PITCH:- 2 LOAD:SHINGLES CCU SPAN CUSTOMERy:MID FLORIDA HOMESy 6' /H: 1-4 407-321-1440 BY: T.H JOB NAME:r L�-,4 HIDDEN LK ;SEMINOLE CO. BRG: BLOCK 3' bath duct to roof cap w/fan Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 3' bath duct to roof cap w/fan \S\ . _ o2S 0 S IP cn m z O_ N LU LU Q: Ul PATIO dryer watt cop s O 75d 0 M L� o o CU U :K CD 10x6 lwcdM. 80 10X6 lwcd iox6fiwcd 6 'I w CO 2,0 ton w/5kw @240v 1ph ; 130 130 .4qp o J Q Q 18x10 plen O D Q 6' 14x14 rag 20x12 rad z- 6"' 6, 14x14 ragi2;-'`10x6 iwcd pWtfarm by ' 10xii rag 100 ktdr 2 -Ur Garage 16' 12' 6" Ma 4 18x18 rag 1 7'' - 8x4 lwcd ■ ---------7 `+.. 8x4 lwcd 6. 10x10 12x6 lwcd 40 20 rag 150 4• 7 ow BAWRIFF I 10x6llwcc I I 1ti � 1 i 10x6 11l ■ ■ ..ENTRY 175 Or ■ ■ 3' bath duct to roof cap w/fan Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 3' bath duct to roof cap w/fan \S\ . _ o2S 0 S IP cn m z O_ N LU LU Q: Ul O 75d 0 M L� o o CU U :K CD Rating o w CO w > z o J Q Q O D Q