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310 Clydesdale Cir - BR03-002421 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER %0 qf%ft g_ ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR ` e-s, C MECHANICAL CONTRACTOR PLUMBING CONTRACTOR alD MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION ` PERMIT VALUATION SQUARE FOOTAGE 1 Permit # Job Addri-ss: --!)L Description of Work: Historic District: CITY OF SANFORD t'ERMIT APPLICATION hem avF1, Date - Permit Permit Type: Building Electrical Mechanical Plumbing, Fire Sprinkler/Alarm Pool Electrical: New Service AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement __ New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Address: Mortgage Lender: Address: Architect/Engineer: Address: Plumbing Repair — Residential or Commercial Total Square Footage: Flood Zone: Phone: FEMA form required for other than X) 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, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYI-IX; 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 restictions applicable to this property that may be found in the public record:: ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, genies,' r federal agencies. ttrrPf;eptance of pp is verificatio ail will notify the owner of the property of the: requiremen lori Lien Law, 713. G 1 o e? I S: nature of Owner/A ent l ai tp JgDateSignatureofContractAgentDateC. tg tD , Cr. 'NNL .IJ r1 ,IJ EI3.1(f u- C Cam• V tW 1J cLn lJ,w QN ^ ro Print Owner/Agent's me Print Contract od Name g a a a. c,.o vo v am p rye.'— p - Signa a ,l ry-State of Florida Date Signa o . otary-State of Florida Date •$ p a9. g g J tv rU• N N =1 , U 1 1\Illrr' 800 bier/Agent is _ P tonally Known to Me or Contractor/Agent is Personally Known to Me or- i Produced ID I _ Produced ID t" = w — 'tOV APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Initial &Date) (Initia, & Date) 00 X Utilities: FD: Initial & Date) (Initial & Date) q n nH I hereby name and appoint of fact to act for me and apply to LIMITED POWER OF ATTORNEY 5 0 Date to be my lawful attorney in for permit for work to be performed at a location described as: Section Township 20 Range_ Lot Subdivision C.91 Aa4JAA' CIA'. Address of Job) Owner of Property and Address) and to sign my name and do all things necessary to this appointment. David Haddaway CVC056636 Type or Print Name of'Certi ied Co tr L e Signature of Certified Contractor Acknowledged: Sworn to and subscribed before me this My Commission Expires: Jennifer McKinney Cotnmission # DD128563 o e Erpims June 24, 2006 9FOF.` Bonded Thru It,,,,, Atlantic Bonding Co., Inc. 57 ' Day c•f A.D. 20 NotePublic, State of Florida Signature Jennifer McKinne Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL I I I 4 Back j> )0- Seminole C ount% I Topert 04rppmirer DT1101K.hir(11. LlRant"A P1.32771 40"-dihS-^S06 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000- Tax District: S1-SANFORD Number of Buildings: 1 0040 Depreciated Bldg Value: $118,813 00- Owner: ROSADO JOSE E Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 310 CLYDESDALE CIR Land Value (Market): $27.000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 310 CLYDESDALE CIR SANFORD 32773 Just/Market Value: $145,813 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $145,813 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $120,813 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/imp Tax Value(without SOH): $215 WARRANTY DEED 01/2004 05152 1945 $187,500 Improved 2003 Tax Bill Amount: $215 CORRECTIVE DEED 08/2003 04964 1117 $100 Vacant Savings Due To SOH: $0 WARRANTY DEED 06/2003 04960 0165 $579,500 Vacant 2003 Taxable Value: $10,310 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 4 BAKERS CROSSING PHASE 2 PB 62 PGS LOT 0 0 1.000 27,000.00 $27,000 97 - 99 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross S= Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2003 10 1,361 2,914 2,321 CB/STUCCO FINISH $118,813 $119,410 Appendage I Sqft OPEN PORCH FINISHED / 136 Appendage / Sgft OPEN PORCH FINISHED / ;33 Appendage / Sgft GARAGE FINISHED / 424 Appendage / Sgft UPPER STORY FINISHED / 960 NOTE: Assessed values shown are NOT certified values and therefo;-e are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's properly tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_couiity_title?parcel=18203150600000040... 7/15/2004 MAR 20 '02 10:24AM CITY WINTER PARK P.2 Permit# Tax Folio # Pr .4fa 'Br-1 NOTICE' OF COMMENCEMENT C ltTIFIED COPY TUyh $2 K I c3 - IWARYANNE MORSE 0 CJr% OLERK OF CIRCUIT COURT State of ON( RUNTY. County of le_ . TBE UNDERSIGNED hereby gives notice that improvement will be made to certain teal property and -in accordance with Chapter, 713, Florida Statutes, the following information is proWde in this Notice of commencement. 1. 1 'pti o f pr , 97 _ L S S2 Z 2' .' J,d Lion o improve nt: / f 3, Owner information: >? osodaa. Nande & Addreas: , — b. interest In Property: c. Name & Address of 4 `h 6. 7. 8. a. enone number:= Surety Information: a. Name &'Address: b: Phone n d. ' Amount of Lender's Name & Ad a. Phone number Person within the State documents may be sery Name & Address: a. Phone number:., fee simple i titleholder (other than owner): er: c. Fax number: tiuxlbar; Florida ate yy owner u on whom notices or other as provided 13 (1) (a) lorida Statues: in addition to himself, owner ctesig i provided in Section 713.13 (1) (b) a. Phone Number: Bxpiration date of Notice of Cornmea of recording unless a different date i Signature of owner) to and subs3qrippd before rn day o • . 20 C. to rl:lum to receive a copy 01 the 1_16haz:s Notice as da Statutes. c. Fax number: ent (the expiration date is one (1) year from the. data cified): SAS e oSa laae enna aaaa®uaalml i MARYMM NORM, CLERK OF CIRCUIT COURT SENINGLE COMITY jeunifer McKinney BK 05386 FAG 0076 Pnblio ly on CLERK'S # 2004111546cmmissione- Expires June 24, Z006 2Mxpires; _ = RECORDED 87/15/e3:19:1a PM Bonded Tnru RECORDING FEES it @% fill0%atlantic Bonding co., Inc. RECORDED BY S O'Kelley i of Installation manu a-l.U pdaite elioc (9/25102) dale to the He iocol 2002 Inslal;aiioliocol ( sl( Re ised manual his Pease inserl and staple This Is an up (his update into your He Q G THE SOLAR PA•REl5 Uhl A L I. f -G A T UR CLAMPS MOUNTING I s an anernale metnoo to the Z•Bar. HefiOc01 collectors caln be mounted lao^esare b5eany ong one lop s,g HC 110 Atr gator Clamp s Garor Clamps) Two Gat r Clamps p p s are required for ace( to Hang each panel on in rack or root surtece (Additional Gaior lamp maces with a pitch of 10/12 or greater). HC PANEL. HEADER (TOP) mC.MT PANEL CLAMP TOP,, MC. 113L LATCH 1 10 ALLIGArTOA CLAMP — --—. t HC•113G GASKET HC•I 138 P+E'L CLAMP 6017.0'M FIG. 5.3 f l rack systems, as phall shingle roofs or Lile roofs IOIIOw (Ipese simple steps- rl(• the lop edge of Me collectors to be I Snap a cnalk fine across (he root or rack where you wall located Since Me panels should slope slightly down toward (he feed. end of (ne array for properdrainage. (he chalk line should also slope downin this direc.lion approxima(ely 1 inch per 20 feel. 2 Position Ine (its( Gaior Clamp on the chalk line 6 inches!ln from Me -lop corner of the fir•sl panel. The first panel will be the one that is connected to the feied line.a( the bottom header. 3 Subsequent Ga•(or Clamps should be spaced out eyenlyialong Me chalk line every 24'. Each Galor Clamp can -be loca(ed anywhere*a•long (he lop header to ma.lch u.p to the spacio8.of the -roof rahers as long as there I-s a 2" s:paee b.e4ween th•e e40e of the Ga;tor Cla:arrP a;n•d 1:h1•e filio`s on the panel header that e•x•fst every one foot. This alto s lot hori.zont'al expansion and contraction For Barrel Tile r.00fs, eachorGail: Clamp ne ,ds to be posilioneci so (hat it is cen(ared on Ine lop ridge of a tile. a S,nce normal horizontal expansion and conlracllon of anlarray or panels (a•kes p'lace every day as panels heat up and cool down, if is preferable to lock (he•:cenier of eadTI array in place So Mal the expansion and con raction lakes place evenly Io [he lefl and right of INs center point N center panel of an array may be locked in place by locating the C.ator Clamps on that panel adjacent to the left and right of one of (he header ribs. (See Figure 5F5) These Gators should be attached using two lag bol(s.as opposed to one. Do nol use Mls 0, rocedure more fhan once on any array of panels. S. ppiy ample sealant to both the bottom ano top of the tower note on the bottom portion of the Cato( Clamp (Figure 5.7A) Position the boltomporiion of (he Gaior• Clamp. perpendicular to the hatk line with the lower hole being placed right on the chalk line. Lag Ihe Gaior to (he.roof h(ough the lower note using a %" X 2" S.S. Lag, Solt. (Figure 5 76) For Barrel Tile Roofs, place n HC I IOBTS Barrel Tile Spacer underneath each Gaioi Clamp by inserting (he four feel of the errel Tile Spacer into the four corners of the bottom of 18e Gator Clamp (Figure 5.7C) N forW ri (tie roof's surace to avoid rotation back boll in eilh'er 6 The bollard of the Galor is d'esi9 14 ary hard or slick you can use an addil•ional lag however, if Ihe, roof surface Is P ; portion of the Ga'lorS the lop or bottom hole. hang the top headers of panels in Ihe .bottomspacing. again. be sure Gator Clamps are al lease 2" away from each7Toensureproperyouo, Once agallachedtotherootasy Figure 5.70) ridge along Ihe neaci.er. (Figure 7 ) rack of roof surface, and all trre col1eClCLs° f Snap he opar8onceall-Gators are properly lagged connect Ihe top headers of each anelleheardertonto he bot omeporlon or each'Galor Clamp place, over theP porllon of each Gator Clamp Uf2 5.) by pushing down firmly. (Fig . o panel Clamps. headers or Ihe collectors wllh HC• u del;ne s. 9 Anacn Ine bottom ,te i 'tie lD Allacn lee,, ano relvrn lines lollowing H securely is-sishep t s lhaI are also 5upP 9 corners of Ihe array are securelyla•steneP'oe Ifap r The corners wrle're Ine ae I1 ee sure an lovr co the Gaior The corner above me lees line should be .allached to Ihe roof oy me anorelvrnImesarelocatedshouldbefasteneddownbywe of Ine pipe. header The Corner Del) Ihe rerurn line sh3 v; o he ins de of the end of the Clamp svpporlin9 citg7 Clamp Ihat comes In the Raw l•betweent hie J Caamp and l.he bottom vl I•he header. panel along the header Allow for a %>' gap Figure 5.6) ALLi . ATOA CLAMPS ; P' P'C o•r E C'l.A MP ' PPC P. PC I (To r PPon Pwrnoirigl 1 0, C CLAMP 1 u00on OIvm D--QI Figure 5. 5 1/2' GO I - J. ct- Amp PIG. 6. 4 i rE Addilional Gal -or Clamps may be v's•ed along Ihe.boljom•heade•r venical expansion and conlractlon, an•yGnsora•Ins•tolle.d on M positioned so that the-head-er Is In Ihe mlddfe o'f the era•d'I•e. shown In. Fioure 5.6 9 C. Figure (5. 7) C Figure 5. 6 wa desfrwd. To altowror bo•ot• o•m hldadbtr Prt•vst be Similar ('o ( he J•Clamp PHONE N0. : 0813 572 7922 QOn urw CA. NTE.R TION SHEET MARY 'INfaR EU1rN-F9G`1 321) 838 lOOO LORID SOID CpCOA, FLOR1DA 32922.5703 ( 679 CLEAR MANUFAC7l1'P6 fl a e•n Plastic col U.S,A• Ino, M 9 Ito 200 99'ptalri -Y 2'000 FSEC M 00013:C Fie leed October .2800 C;Ojl: cl•Or MOO -ell He'llocol 40 1 fam 8lreal, Su 32701SFlOr1C)3 1 dance Writ+ Pr'B t d rh6i) , n andwas found to rria,'hl RGJf rTT 1 0.1 Eno /Tondo 90t u'PJa orB'Y Coh d i' lamonleSpringFwnda6d1 E"}°'IOr ba ur (FSEC) Ir) Y , vnln oonrn`cvd1c n r¢r collector lose F?•o on ont Tna n• e p tu pt aO aY u" m, evaluatlm lw+ 0 u cy l ry. o r- co n sry pasodons4' ilt rdu oovecta wa+estadl"end °Y F?c' Illnl arrdrmmnco cdndlUofly a•n 9 r minlmvm r-ndar r Ih. e lasts to to rarrf7 m P 7• xue,Flonde. TT p P°fe'm pemorrra ° or durewa BCRtPTI' D _ notaquoenleeoflong .-- 18'e•I 10.5•8 Gross L_Bndth GrossWidthGrose Depth Gross A-rea Transparent Frontal' Area Yolumet-rlc Capaolty welght '( empty). Reoornt- nende.d Flow Rare McYjmum Operating Pressure MaxlmumWindloadNumber of coFlo peltaeern Number of Flow Tube, 30V. melers 1.17? meters 0.040 meters 3,r7( 1 equere mete's 3.17E square meters 11.7 III'eis 8.6 kUograms 31s MvS . 207 kpag' ; Not Applldable None Parallel witoe ma( M, -.a- Te R,1 ALS . 3.84 feet 0.13 toes 40,6, a square feel 40.88 e08re feel 3.1 gallons 19.0 pounds 6.0 gprn g0 pslg Force-6 Clrculabon Enclosure None i Gla2M9 None' Polypropylene With . lN slabllltallon Absorber Absorber CoekOng None' :._.._ Insuladon None TREOX P. ERFOIR'4*11-CE .y. T led pet ASHRAE 96 1980 (f A 1980. I IdenlAngle Modtiler Kta = 1,0 11 (d0,o.B'tl E clency Equations ij = 62. 8 3 '6 ('11"Ta)/1 r1 - 82. 8 1a52 (Ti•Te)/I T i'. Ta)/I 5069 ((11•Te)/Q1 rj = ' 83, 7 324 M- -TajA 157 j((1:iaj/fj q : 63. 7 184-4 u hs of TI.Tn/1 nre •C / Wanlfft° _. Unft of TI•Ta ere IF. / Btu}Mf; fits Y n' xn N G Th oollmlo( has bean raced (or energy outTsul on mse sured•porferr(lanoe•endi an assumed stsndard dey. Total'w1w energy OweiJ10'04a rot ho standaro day Is 6445 Wart.hotxo/m' (1600 BtvtYj disObvted orer'a iio h'owr Period. 0u put onor9r radngb for this collec(or based en Iho socond-ordtr efficiency cvrve afe: colloctor Tomperpturo G-rgy Out:,3ut Low Temperature, 35'C (95T) 41.000 IQloloules/day 38,9w 8•fu/day Inlermedlale Temperature, 60°C (iN'F) 14.700 FQI'o)owles/day 14,000 t3MujaC y High Ternperetvre, 100'C (212'F) 0 FGlojoules/dey 0 8-1wdety R ERENCE 98002 3 3 .5 5 5 1 PLAN .4T COL -LECTORS t s_t Ea.-oc,oL ti...rp\ cL oc-0. `L.res1 cx C L) OC.C>L WOE7C 7Y TFJ\ e/ \ L+GO TAp e •Gti Yr, OR L•r'Ol ON .i Cae e V rfrt C:L.•.T rT E o, ) ` OTT'. Ga LTE,'>Ei+ ti' UH aT...-Gee >T1:Ty l.•G pOLr .. EX ER 24En' r1I1(U leG-CLE rryb,\ 4l nO'MdD d " C", O CAA." ZpE PL AN AT. ROOF 2 Y---LL of a rvXM^ rFJiOpa 6 E e wMA o YW1pf i•IIL2 QCOI C0.1KioR •QOCA G..:PI Ii C0.lCGYOr C4QCIbe ... C J VY lIG O-OGeT. .O nOwa K.S Lv SO 'ILGT'• r X 1 w p T L"CrTJl...!O PYrlmrOfr. 1T2 PN® v'p+ 1 aT'(h OiYi• a1"CC/•C..Tdi, r''1# er')Gb G,cnpC IIrOGR rp Orju %_ r L- rV'IbED. b0001T%c l IT>..oe. (Nn/ >rr, OR OCTU W i OVl4TKlOut> Om. GO ry:m W O i f1aCI• .a.oc' ca 'oti Tou'a...o o f..yxJl t.c •.• >• es> xr3y CO.rrR c A. p- cS. n_u• - "",E rw o..I Fv.i .I-rr. rT'r+c.LLY, e.o. t.,ro,i NEL. t OCOL fi. STRAP ANCHOR 1 O UvYS1z- IElIOCOLCGLLGGrcm w6ER o-cm. •4i. ap - . Q{ L T U 6currb\-LL L/G ppLT Tp •<L'OCq VG 'Cp C4+0=frE TkLE -• D L) g Care r LE OTTO 0ow C v. WT•lL JG ooLf TO oDL r H+f MO. o-vui EL rlE ^roE) ooLT Q W L ETomrgrr•wro uxA yTOCGGCY CoIL.GG'rCR T^<uf o >•r} Oi+VLb eTm n+r' W K)'rp1 W, L+•G oR • r00 Cl+ TILE ROOF — TILE ROOF 6 S- t - THESv wo r ry conn Ecr-. S.,ro isriMGCOLLE. CTO 7' POOL FILTiZfT10II SYSm a cu u rn B-r`94akef H C- 12 1) to 13 C)'LAfl' o a-F- CT 0 COOL) Pra-ou.re TVm KA used 110M 10 PresSuro ball Valve 52 10) Three Way Valve NEW PLUMBING (# 9344) i. EXISTI*N.G PLUMBING Check Valve 1011-15) 1 140F. . RETIUAN FROM SOLAR COLLECTORTOIA HOfO t Check Valve 1011 - 15) Install after thispoirit: Cfilorinator Healer Other pool accessories oplional) PLAT d. MVEY DESCRIPTION: (AS FURNISHED) LOT 4, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PROPOSED ROSE ,HILL PHASE II LOT 1 LOT 2 S89'33'46"E 75.00' 6' WOOD FENCE-- LOT 4 R I 1 17.0' S 17.5' 40.0 17.5 v J l,I TWO STORY 1— CONCRETE BLOCK I— K L3J k woof) FRAME LOT 5 a RESIDE14CE C0- C O0=15'27'S8" J + CF, 1 ] FINISH FLOOR 0 CN L0 O CL ELEVA110N-49.25 0 R=75.00' x SN 0 . a 0 00 L= 20. 24' 7- 00 1 COVERED 0 0 CB=S46'20'49"W ENTRY N z C=20.18' 5.s 15.0' 19. 7' 17.5 — I 5' C/W C' 48 3 W i" 30' 9 2> GRAPHIC SCALE IDRI VE WAY: • F.' WOOD FENCE N89'34'30"W 72.60' o S 9 12 R4 pp\ piF LOT 3 10,gc, zti \s 9Q _ 10 \ i PI 0,9 J0, b6 p+ees69` D O h 0. CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: d h . y9- 11D.R,I-1. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA h A/ 4\P{ oJOSEE. ROSADO AND JOHANNA L. BAEZ CH MOR [GAGE COMPANY, T , LTD. ti 8 a a ;o0 NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE urr G BEEN FIELD VERIFIED AND ANY LEGEND PC INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. BUILDING SETBACK LINE FIND NAIL AND DISC CENTERLINE LB 16393 (10/22/03) 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE SET 1/2- IRON ROD AND CAP SET/FOUND ON 10-22-03, UNLESS OTHERWISE 1ST• 4 EXISTING ELEVATION o LB 16393 (10/22/03) SHOWN. CORNER NOT ACCESSIBLECCONCRETE 3. 111E SURVEYOR HAS NOT ABSTRACTED THE LB 60 DENOTES DELTA ANGLE LAND SURVEYING BUSINESS L DENOTES ARC LENGIH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT TIME TITLE OR USE OF THE LAND. PCP P) PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) ME4SURED PT DENOTES POINT OF TANGENCY 4. NO UNUERGRUUND IMFROV'EMENTS HAVE BEEN FND FOUND TYP TYPICAL LOCATED EXCEPT AS SHOWN.C/WS/w CONCRETE WALK A/C AIR CONDITIONER SIDEWALK CBw C014CRETE BLOCK WAIL CP CONCRC TE PAD RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE CSC CONCRETE SLAB 014U OVERHEAD UTILITY LINE CHORD LENGTH ID IDENTIFICATION ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON POL POINT ON LINE SURVEYOR AND MAPPER. R-- RADIUS-_ - - - PCC POINT OF COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 F_ DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VI:RIICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORT14ERLY LINE OF LOT 4 AS ICING S89'33'46"E PER PLAT. FIELD DATE:) 7-15-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM40138 DRAWN BY: 10-22-03 CX6 0 DESCRIPTION 07/24/03 SOO OVEREO PATIO 6-16-03 JN PLAN 5-15-03 SOO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB16393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 I HEREBY CERIIFY, THAT IHIS UUUNUARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA I o-Z3 03 FOR THE IA14)dL, L& FIRM LLIAM R. MU CATELLO JR. PS01492h DATE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 310 CLYDESDALE CIR for which permit 03-00002421 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Build' Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electr' al, ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: Finaled FIRE: Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In J Z 3 Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage U 2 < <-w}- Paved Maintenanc Bond PUBLIC WORKS: Street Name Street Signs j.'C,`/ } Lights Storm Sewer Eriveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 8 20 03 20.00 01-APPLCTN FEE -ELECTRIC 8/22/03 20.00 01-APPLCTN FEE -BUILDING 7/23/03 10.00 01-APPLCTN FEE -MECHANIC 8/15/03 10.00 01-APPLCTN FEE -PLUMBING 7/28/03 10.00 02-ENGNG DEVLPMT FEES 7/23/03 10.00 01-FIRE IMPACT - RESIDENT 7/23/03 59.21 01-LIBRARY IMPACT FEE 7/23/03 54.00 PAGE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 310 CLYDESDALE CIR for which permit 03-00002421 has heretofore been issued on 7/23/03 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-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-'SCH00L IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 279.61 91.93 13.92 847.00 13.93 1384.00 650.00 1700.00 Lr i ow ( cS3 OWNER 13 ING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FIPVAL INSPECTION SINGLE FAMILY RESIDENCE*** i DATE: \C) - eg- del PERMIT #: C-'—' - r)-\a I xa1 CVNI ADDRESS: CONTRAC PHONE #: 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.x: Engineering OFire 7itibWorks 1Zoning es c, am FiLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 4. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: w - eg?y 01-I PERMIT #: b3 • \a ADDRESS: CONTRACTOR: PHONE #: 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. ngineering Public Works Utilities lc>/24-1 o3 Cj (< p. Swe-P-7 C Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION n SINGLE FAMILY RESIDENCE**** DATE: \(-) - W 3- oil PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 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. Engi ering ClFire _ ublic Works 1 11 mOZoning Utilities OLicensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION: CI.RTIFICATE Read the instnrcdons on paqes 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200E U SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I310CLYDESDALECIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 4, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEJLONGITUDE (OPTIONAL) HORIZONTAL DATUM- SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE I FLORIDA B4. MAP AND PANEL Bi . FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202890045 E 4/17/95 4/17195 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B'l 1. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): _ 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise! Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/AI-A30, ARIAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. Stale the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion./Comments Elevafion reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No u a) Top of bottom floor (including basement or enclosure) 49. 3 (L(m) d o b) Top of next higher floor 58.5 k(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) M o d) Attached garage (top of slab) 48. 9 ft.(rn) E o O t o e) Lowest elevation of machinery and/or equipment w ca servicing the building (Describe in a Comments area) 48.5 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 46.6 ft.(rn) z' o g) Highest adjacent (finished) grade (HAG) 49. ) ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 U u i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STEAATE. ORLANDO FL 32803 SIGNATUR Ji DATE TELEPHONE A 1023103 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information frc For Insurance Company Use: BUILDING STREET ADDRESS (Indud'ng Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE A;'. - Policy Number 310 CLYDESDALE CIRCLE CITY STATE .. r — ZIP CODE Company NAIC Number SANDFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ IL(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.11 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(c m) above or below (check one) the highest adjacent grade. (Use natural grade, 4 available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A a G and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME • ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordinance can complete Sections A, B. C (or Q, and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowest floor (including basement) of the building is: — _fL(m) Datum: _ G9. BFE or (n Zone AO) depth of flooding at the building site is: — _ fL(m) Datum: _ UJI;AL Ur-HUAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 06-203 7:09AM Ff1QM M.(l:`.0".ra..'•i .. !Ir.•I,V'1YV!y:•.Y:l N... ..,nr••: u,. ,. .. :`.:. ... ': y'.... •::.: '. CITY OF SANFOkD P:71HMIT APPLICATION 03— 2y 71 Date:— Permit 4 : ._ _ h _ Job Auti6 C 1 'Cf • ) D - Cti fl-1 c + • ..... - Piii(i liop v! wwfki r • li}+t.v{II AI I11PN®I v lu 4 rYl F'irc S nnklcrlAlarm Pool _ Permit Type. Building •__ Elccnical •, Mechanical F'Ivmbing P r — Chan e of Service __ Teinporluy PoleSAddition/Alteration 6ileetricll: New Service — a o[ AMPS ._ Mtchanical: Residential Non -Residential Replacement New (Duct Layout & Energy C61c. Required) Sewer Lince aofWater8( PlurnbinV New Commerci il: a of Fixtures A of Gas Plumbiag Repair - Rtiidenual or Commcrctai I,incs — Plumbing/New Residential: q ol. Water Closets,_ al Commercial industrial —_ Total Square }'outai e. — Occupancy Type: Residenti Construction Type: a of Stories: a of Dwelling Uniis: f•lood Zoot: (FE tA form requircJ for oln.r In,n Xi Attach Proof of ownership & LcCal Ducription)r D Parcel a: ( /jR -. tQ l Cl`{ C D ((/d Owner, Name & !^dddrea: - L S : 7 ' `/Q.1/ .. V r. ,/ L Phnnc. — ' ' 1 "s \ (• I 1'1 . C -J \v C-—'— Contractnr rime 6c ^ddres•: 1 .L. 2 L/ E _ (-)C Mom, r _State Lft'enst Number ? ` _ r u, Phnnc: L / >S ' l'U Yhoue & Fax: '7 ..s LI Ll Contacl Persc n: I r l ..0 s e •• — Ilonding Company. —. -- Mortgage Lender. PhOnf. _. rchi1vfL/Engineer: — Fas: A d d r•a s: AppliCition is hereby made to obtain a permit to do the work snd installations as indicated. I certify that no wink or inswllanon ha, corruncnce prior io '•n- us'uancc of a permit and that all work will be pc to meet Standards of all lao+s regulating eolStructlon In this )unl Jicuon. l unomand thin . separac permit must tx secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATEKS, TANKS, and AIR CONDITIONERS, ctc. OUTNFF'S AFFIDAVIT: I Certifyor thethatallotheforegoing information fa accurate end that all work will be done in complw a wrd all appl cable is LL's r Irnn conserver orr and zoning. WARNMG TO OWNER: YOUR FAILURE TO RFC OBTAIN A NOTICE OF COMMENCEMSKI" MAY RESULT IN YOUR PAYE'"", OBTAfN FINANCING, CONSULT WfiH YOUR LENDER OR AN TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO ATTORNEY BEFORE REC CkDrNO YOUR NOTICE OF COMMENCEMENT NOTICE; In addition In s}ic rcquiremcnts of thin permit. there rtuy he additional re:rnctions applicable to this properly UIal n-cy oc founo in the public rc: J,Ns eithis county, and there may be additional permits mquirod fmm other governmental crinnm such as -*= manogement disRtcLc. sate agmCies, Or'CC 1 secncici Acccpiarx:e of permit is vcriticauon iha I will notify the owner of the Property of he «:,vucmcnl//_s of Iaonda U w, FS 713 Signature of Owner/Agcnl Date.si T1Jl [T]CIOIIAEcrtt Dsic U ..._. C P. S Prim O'+ ricr/Agent's Nsma •• Print Cuntasttor/. tCcntanic 's i sturaof Nulnry•Sute n/ Flnnds I)atc ) Gnawrc of N y Sutc ni Ho Ua:c Jn C vry Knmvnw Mt tat w rnetnr/A.Cnt 1.. vc r u] ly Known w M, n L.nCr/AG. nt a •_ Yciiun, Prpduccn IU AITLll AI10N' API' I(OVf.1) IIY• Illdg: _ ------_—hinUt twt,al K Uslu) (Inilnl 8t p lc) t ) ti;P•,, Marie A. Zettlemoyer Commission #DD221380 a Expires: Jul 15, 2007 Bonded Thru OF n° AtlanticBondingCo., Inc. CITY OF SANFORD PERMIT APPLICATION Permit #: CS t ll Date: Job Address. ,f-1 5 CuySS i !f A , 3 Description of Work: C_0y ^ p l_Lk_t P L -/ \ ' Historic District: "Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing A Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration _ Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures ___3 # of Water & Sewer mines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: State License Number. Phone & Fax: AD A nw c2nn97 Contact Person: Phone: Bonding Company: 8V1[ FLORIDA 32762 0027 Address: ( 407) 366-3 Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application ishereby 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. 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 013TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of A C 113. 1 Signature of Owner/Agent Date Signature of Contractor/Agent Date A-- r- 51 1 I Print Owner/Agent's Name Print Contractor/Agent's Namc Signature of Notary -State of Florida Owncr/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date Signature of Notary -State of Florida Date Contractor/ Agent is _ Personally Known to Me or Produced ID Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) COUNTY OF !LMINOL[ IMPACT FEE STATEMENT' ISSUED DY CITY 8V SANFORD STATEMENT NUMBER 103-75530 DATE: DUILDIKG PERMIT NU (CITY) COUNTf NUMBER: UNIT ADDRESS: TRAFFIC ZONEL JUWISDICTION: PA SEC: TWP: RNG: PARCEL: SUDDIVIS1ON: TRACT: ________________ PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: T- OWNER NAM[: L , " -\r-------- '------------------ ADDRESS: \|J U--!,-----_/-=i1-----='c/c--------'- APPLICANT NAME: ...................................................... ADDRESS: LAND USE USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT AGE FEE UNIT RATE PER # & TYPE TOTAL D(y[ 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 $ 142.00 LIBRANY CO -WIDE U dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.0() AMOUNT DUE $ 2,285.00 STATEMENT* RECEIVED BY: _._ EA__'__[/ SIGNATURE: P LSE PRINT NAME) DATE.: x~--- NOTE TO RECEIVING SIGNATORY/APPLICAAT: FAILURE TO NOTIFY OWNER AM)) ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **Wf 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,. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUHTY i'AND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REOUES7ED, FROM TPE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SAHFORD DUILDING D[['ARTMLNT 300 N3RT|| PARK AY[HUE SAN|'Ow [l 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE TAT[MENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT********T71********* I NO 1f 1111111 11111111 In- of nl 11 dill in ICI Is all me 1#1 N on Input I Ions THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORBE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 1318 CLERK; •S # 2003096369 RECORDER 06/06/2003 11105137 AM RECORDING FEES 6.00 RECORDED BY L McKinity RECORD AND RETURN TO: R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 4, 9, 38 42, 43, and 44 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owncr(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone H: Address: Fax 4: Contractor: D.R. Horton, Inc. Phone H: Fax H: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax 4: Lender: Phone #: Address: Fax 4: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Me: by Section 713.13(I )(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Ex )iration date of Notice of Commencement: (the expiration date is one (I ) year from the date of recording unless adifferentdateisspecified): D.R. Horton 0 by: o ert A. Lawson, s tant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of v• G 2003 byy Robert A. Lawson l Assistant Secretary of D.R. Horton, Ini:., eeTaware Corporation, on e a o t e corporation. He/She is -personally Known to me. Notary Public, State and County Aforesaid PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION F.Y. P. IDLY 26,2006 Notary Seal CERTIFIED COPY MARYANNE MORSE KERK OF CIRCUIT COURT OLI r` v1Y FI 1 ID1- Z JUN o Permit # : , lX `A a l Job Address: I O C 1 v51 P Description of Work: 5 r r` G Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement __ New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial _ Total Square Footage:— d1cc 5 Construction Type:.BkCX_k- # of Stories: 2 # of Dwelling Units Flood Zone: (FEMA form required for other than X) Parcel #: _ Owners N Address: CITY OF SANFORD PERMIT APPLICATION Date: 11 v/0.3 t _-49 Attach Proof of Ownership & Legal Description) Phone: ACAI G1Q Contractor Name 1 Address: cI Ai- 1(( iJ»-'-) 2 r1i K1C ?\,i . • (Gz lJRunev i t --3 iZZ State License Number: C- 7 - 7 - mil t Phone & Fax: ZXO-1(2E5R CiRU1 Am/-4 yz:Contact Person: k7>1"<V'{ Qi—uki Phone: 4[!v511 t Bonding Company: Address: Mortgage Lender: Address: Architect/Engincer: Address: 'k k H X:" C3 1,tf N c= Phone:`il_ 1 Fax: 1-iC21- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conimeuced prior to .J&c issuance of a permit and that all work will be performed to meet standards of all law:: regulating construction in this jurisdiction. 1 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 law: regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY Rl?SUi :PIN YOl 1R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, andptmay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of s e fie tion that %%III notify the owner of the property of th.: requir rents of orida Lien Law, FS 713. Signf caner/Age'n _ Date Signature of Contractor/Agent Date l /-\ . Print Owner/ gent's Name Signa of Date OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA Own r/,\,, •t ', 5'Er c t`> {Ai 1. 3A-ie or I?11Gi1S>'C"J SXP. IULY 26.2006 AI'1'HCA PION APPROVED BY: Bldg: ' Zoning: In Ilia] : Dale) Print 9011 actor'Arent's PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDI34330 Initial &' Date) to iNic or l.::.::tes: I• D: Initial fi Date) (htitial , Date) specia! Condition;: —_—_-- _ June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 4, Bakers Crossing Phase 2, 310 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the pE;rmitting or construction of the above - referenced project or the issuance of Pen -nit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive - Suite 102 - Orlando, .Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name Pee" li, Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known to;me-or who produced their Florida State Identification. 1 OFFICIALNO'rARYS PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 j MY COMMISSION EXP, JULY 26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 P.O. Box 2847 SANFORD FZ, 32772 - I'I r; (407) 330-5630 FAX 11 (407) 328-7367 APPLICATION FOR U"1'II-,I"!'Y SI IZVICI? A('('OI 1:U1,1 NAMr) Trr- SI:I'vic'1: AI>I)I SS Sl0 L"S1:,dl GiRCC_F -0(+3 i tAll.liJc; I)l)itf:SS(2-50H a2' oZ 1'UItN ()N UA I'E- SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDLNCE jwrp-,i- f A COMMERCIAL E PA _ ovt G C = F(x Cul {ot- WORKi,4.D-7- FIG:T -c1-. IOI SOCIAL SECURITY# HOME# OWNER OF PROPERTY DR, krnr4;•, -T-,,,.. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTH PROVIDE PROPER IDENTIFICATION AND ANY OUTPAIDATTHETIME. THE NEW APPLICANT MUST ANDING CHARGES MUST BE WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. 1 AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFINTIlL= HOME BEFORE THE SERVICE IS ESTABLISHED. THE CITY IS NOT LIABLEFORDAMAGESCAUSEDBYWATER; FAUCETS OR OUTLETS LEFT ON. I UNDERST D THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DATE DO NOT WRITE Br -LOW THIS LINE DEPOSIT AMOUNT $' CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ TOTAL_ $ THIS CSR AT1_ Limited Power Of Attorney I hearby name and appoint: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C t, o Asa h5r,, For a residential permit for work to be performed at: Lot # : A ,-' Z_ Subdivision Address: '_:5 i O Gt-4S'pp.t_L- (,tW-C-1— - And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 On Contractor State Registration Number Signature of Contractor This foregoing instrume 't was acknowledged before me this: Date: 5P i By: Richard B. Ladd ( Contractor ) Who is personal) kn wn to me. State of Rbr(da County o Orange Notary Public Signatu I OFFICIAL NV l AtiY SQL PATR1ClA COULTON ORNA N ARY PUBLIC ST ATE OF Fi Com 15510Ni`OP0 1 2006 MY COMMiss, i X: Notary Seal I, I CI'I'X OF SANFORD B ' NTpIZALBUILDING PERMIT SUBMITTAL REQ UIREMENTS FOR ' and bu49*glocation surveys showing setbacks i. Two (2) recent boundaryfromallstructurestoproperty lin6s ifor permit for structures (not fences) 2 Two (2) complete sets of construOio-. design drawings drawn to scale, Complete sets to include: a. Foundation plan indlcating f for all bearing replacement. wails. Provide side view details of these footers with reinforcement bar b, Floor pian indicating Interior partitions , i room dimensions,dindow, andoropening sizes, detector, locatlon(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. ft Note the Statc of Florida requirements for bath door for compliance of iiandfcnpped Code (F.S. 553, Part 5) O C. floor elevation hel htlas perlCity Engineering Department ornlsh floor cic g subdivision plat. o d, Cross sections of nll wall sections to be used In the structure. Bearingnon -bearing Inter and exterior. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan toIndicatespnn, size and species of materials to be used. O f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of hnndralls and guardrails. o h. Square footage table showin}; footages: q \Fj S.F. Gnrngcs/Carports S.F. Porch(s)/Entry(s)j7_ S.F. Patio(s) 2ZQ S.F. Conditioned structure S.F. Total (Gross Area) 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstableorifstructuretobebuiltonfill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: n. Utility letter or approval when p' bilq water supply and/or sewer system connection to be made. I 1 b. Septic tank permit to be obtained from Seminole County Henith Department at: 400 W. Airport -;Sanford, FI (407) 665-3600. c. Arbor permit when trees to be r o ed from property. Contact the City Engineer for details rcgnrd n g t e arbor ordinnnce and permit. 6. Application to be completed thoro 6, jhnnd signatures provided by a licensed and insured contractor. OWNERiBUILDER MUST APPEAR IN PERSONS TO SIGN APPL CC,ATION AS PER FLORIDA STATE STATUTE 489. SubcontracJAr'jicense numbers must be Included on the application. If electrical, mechWcal or plumbing permits have not been issued, inspections will not be sgheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanlcal and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final is. Other DATE SIGNATURE IIy Ownet or Authorized Agent) APEX PEST G O —r—RC - i : Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NN,A—M—E AND ADDRESS ss :addre'f%?p I City/State/Zip lA, F1 32 ZZ_ Phone & Email Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address- City/State/zip Phone & Email INSTALLATION ADDRESS: 1 = 4 T-1 2 -FmS SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: CRx aCS2,D . DA- NMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL G0% N 'PHE RELATIONSHIP OF THE PARTIES. apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: l . Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, inform the Customer of: n. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor' ' x,fper quarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nrea(s) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water. underpiertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under thearen(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insectinfestation, be the responsibility of Apex In areas where any of the conditions described in this Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitraAN EXPRESS WARRANTY. tion or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no event shallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy orsensitiviq. concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. EM COMPONENTS: The Customer understands that: All componentsDOWELANCOOWNERSHIPOFSENTRICON" SYSToftheSentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use ns Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System A. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using it different form of termite protection or discontinuing the relationship(notet Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) Agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrleve, or advise DoWElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of balting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement i< held to be Invnlld or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right. tc revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillin; Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuelJor materials, sttike! embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape? Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not b responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteration: 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have bee repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures f( commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all ti provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. T1 proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or i designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators NV be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual bas and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties a• no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and relieved of any liability hereunder If Apex determines, In Its sole discretion, that it is unable to prevent or stop further damage to Prope- from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identif Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was reques by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After t Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4,,;.. 1 COMMENCE AT THE NORTHEAST CORNER OF LOT 24, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 90.28 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N00'25'29"E A DISTANCE OF 104.73 FEET; THENCE' RUN S89'33'46"E A DISTANCE OF 75.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 81.15 FEET; THENCE RUN S51'23'10"E A DISTANCE OF 79.10 FEET TO A POINT ON A NON —TANGENT CURVE, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE OF 15'27'58", CHORD OF 20.18 FEET BEARING S46'20'49"W; THENCE RUN ALONG ARC OF SAID CURVE A DISTANCE OF 20.24 FEET; THENCE RUN N51'23'10"W A DISTANCE OF 63.70 FEET; THENCE RUN N89'34'30"W A DISTANCE OF 72.60 FEET TO THE POINT OF BEGINNING, CONTAINING 0.21 ACRES t. w N M 04 d O O z PROPOSED ROSE .HILL PHASE 11 LOT 1 i LOT 2 S89.33'46"E 1 75.00' PROPOSED LOT 4 DRAINAGE TYPE A 17.s' 40.0' I 40.00' -. i• I g PROPOSED a n 2289 ia FINISH FLOOR I ELEVATION-48.5 i I tV N II 17.5 VI I I i 3 PROPOSED i Nan LOT 5 I Lo cli 00 A/C 1 (O I II 17.5• I u I aza- rr• N89'34'30"W a.A/ 72.60 PROPOSED LOT 3 M POINT OF N 00 BEGINNING in CV CV p O Cn O 9--mz ss9.33'4*EOOR SLAB ELEVATION3.38 MUST BE 16" ABL"1E C ROWN i°n 48WT ROAD UN - r I OTHERWISE APPROVE[) BUILDING SETBACKS FRONT: 25' LI_GEN D REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN - IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 4 AS BEING N89.33'46" W PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM40138 DRAWN BY: OF LOT 4 CONTAINS 9245 SOUARE FEET t THIS STRUCTURE CONTAINS 1787 SOUARE FEET t TOTAL CONCRETE 1890 SO. FT. t TOTAL SOD 5598 SO. FT. f NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. O d=15*27'58" R=75.00' L= 20.24' CB=S46.20'49"W C=20.18' 1"=30' GRAPHIC SCALE 0 15 30 O oAy' COI 9 39 T G0 A79 c 2 PC BUILDING SETBACK LINE CENTERUNE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PROPOSED ELEVATION OFND CURVATUREPOINTPCCONCNT PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT CONCRETE G DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PE.R PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK COW CONCRETE BLOCK WALL S/w SIDEWALK RP RADIUS POINT tP CONCRETE PAD R PB PLAT CS CONCRETE SLAB N S gBOOK LENGTH N4YURAL GRADE R/W RICdITD OF SO. FT. SOUARE FEET noa nrnnei arrnwnc none 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM WILLIAM R. MUSCATELLO JR. PSMy4928 oATEPLAN5-15-03 SOD I %1 CNC eT WOOD BUCK 0, OTHERS CA(1LY. BETWEEN WINDOW FLANGE - L WOOD BUCK STUCCO BY OTHERS PCRINETCR CAULK BY.OTHERS RIGID VINYL GLAZING BEAD L (TYPJ 10vNr) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL V.,VULKEH tt6 ADHESIVE CAULK. OR APRV•D. COL. PERIMETER CAULK BY OTHERS CALOLY. BETWEEN CONCRETE OP W000 BUCK 1, 61.SONRYTHE OPENING HAVY. OT OPENING 6T OiNEP.<_ / 6' OTHERS A 1-1/a• NIN. C EnBEOnENT INSTALLATION ANCHOR 3/16- DIA. TAPCON SHIN AS RED'[). 1/A' MAX SEE NOTES) FLANGE TYPE WINDOW FRANC. HEADER GLASSTYPJ (SEE NOTES) E.H. BUCK HE IGH i) FLANGE TTPC WINDOW FRAME SILL 1 E, BLOCK WIDTH) INSTALLATICWNCHORA ONE Br WOOD 3/16' DIA. TAPCON BUCK BT OTHERS STBT SHIN I_ RCO-D. RIGID VINYL NOTES) TES) GLA-';. BCAD ( SEE OES> TYP.) _ GLASS r YPxSEE NOTES) . FLANGE TYPE WINDOW FRANCJAMB CAULK BETWEEN Ci WINDOW FLANGE 1 0 t WOOD FUCK PERINE TCRCAULK BY OTHERS W.W. WINDOW WIDTH) CAULK BEIVEEN WOOD BLOCK l M. VY-OPENING By OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS a AST SILL' . QYOTHERS Q 9.OrrS- SECTION A —A I A• BI C 1) SHIU AS REO.O. AT UCH INSTALLATION "&CH(SR, ,xx ALLO ELE — ' Swu STACK TO BE 1/4-. D E 2) WINDOW FRAuE MATERIAL:µuuwuu ALLOT BOBS. I r— % 3) WSTALLAWN ANCHOR? uUST eE OF SUFFICIENT LIN. TO AC-- .OZ ' ' u1N. Eu9EOuENT OF 1-1/4' INTO wSONRY OR CONCR£:E a) USE S6JCO.ZEO ACRYLIC CAULK BEHIND —00W FLANGE A: HE•O a JAUES. SILL OUST E£ ATTACHED TO THE SU35TWE w1TH „ B K pn Q [ J VULKEM 116 ADHESME CAULK OR APPROVED EC}J:•l. 5) USE SIUCONIZED ACRYLIC CAULK FOR P£RINETEP SEAL AROjN0 ExTEP-: - OF W-00FLANGE. F 6) IF ExACT mNODw SIZE IS NOT LISTED 9. ANCHOR CHART. US_ • ) ('k ANCHOP. GJANNrr LTSTEO WITH NExT L1PLEz SI', FOR. T- Q /V'JyAPPRO R:ATE DESIGN PRESSUPE REO'0 7) GLASS T CKNESS IA•Y VARY PER THE F.EOL'IREu£N i 0: AST. E1300 GLASS CHMTS 5) LETTER _ESlburlONj ON ri(E TAPCON LOrArILr( CoiAPT MOIC.-:_ HERE TA-COH ANCHGRS APE TO SE u: STAL'_- WNEN U --,r Ex TER10= -LEVADON AS A KEY 1) ALL FACTCAY APPLIEO H•OLSS NOT pESIGu;_G ;OP is CCN ANCHOF iNOULD 6E FILLED W1TH JP SCRE.IS 0S'Y:•C:E. 1. A L-eEJu_ rl-, .;0 wg00 Euir 0 PRO'-C I. D) gIN7IDA= AT.RUD£%.S i2- ; CC I-" SWI.I _ .Jf I< <:1fj-:. .-15 _ I nn I/"1I V PRrNT AS; N AFP•_IES iD :LOF.lOA :P,:-: `.'`G _ _:CC •'.\7 I I `.J I\I S£=1£i S:r:c1= HUNG: I TR1 - TAU!• c - _).:_, 1' - - a/_ SUFFIC'_ : NcJ - 13/_- l..N - _ - - `•/; _ _ rJ ! r V I E._ I' `C - \ AL' ... r r. A TAPCON LOCATION CHART CALL BUCK: 1LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30PV TO 40cS 41<51 TO 70PSr 30P5F TO 40.9r 41sF TO 70y IZ 1a I/a x is 8 e fc 4:fFv:` I J Ia I/a x 37 3/a 49 5/ a 6 F 3" . la 1. 5 11 1/ e A Ie 1/ a A 55 I/. B B 8fi F,G f.L15Is In x 62 6 8 FF i'y.'.'f.L.• 7Y i6 . IsI/a It 71 8 B fF SCfcJU ....• 17 It 118 x e3 F. f L 1I12 25 1/2 x 23 B e FFfl-rl. H3111a 75 1/ 2x 37 3/5 25 I/ 2 a9 3/a 8 B FFFF FF,LHJ' IM•5 IH5 x25 1/ 2 x 55 l/a 8 8 B8 FL.LJ(J. 25 1/ 2 x 6: 8 B FFFH1'=,IM6 25 1/2 x 71 6 B FFF,HJ IN7 25 1/2 x e3 8 B f,cj.LJK30 1/2 . 25 29 1/2 x 25 a3o I/2 . x 3/a 29 I/2 A 37 3/6 B 8 sFF.L 30 I/ Z . 50 3/6 29 1/2 x a9 5/a a B F.cL.HJ30 1/2 . 56 1/a 29 1/2 A 55 1/a E 6 F.cLHJ>a63M1/2xF. cGHJ50 1/27229I/2 x 71 a 6 F.CHJL.MJ]01 ea14 I/2 t a3 e B F.LJxJX 36x25 23 3a 1 3% 3/e 8 a F.c F,G 2a 3a 1 a 3/a B e FF F,G.HJ 245 36 x 55 1/. B e F.L F.cHJ 25 36 x 62 6 8 F.G.HI F,LHJ 26 36 A I 8 B F.GHJ O.fiFHJ 27 6 x a] 6 8 F.L.J.K FFHJJ.x a . 41 x 25 2 x x 31 Ila a 6 F,L F.G.mj 2 . Sa s/e 1 x •9 S/a 8 B F.G F,LHJ 42 . 56 1/. ai 155 I/. 8 E FFHJ F,G,HJ i a2 . 63alx62BBF.cH.1 O,EF.LHJ 42 . 72 a1 x 71 8 a F,GJU O.EfFHJ a . 6a I x ES F,GJ.K F,LHJJ.K 8 26 1 a7 x 25 1 E I 0 IFjc as: x 3/e 1 31 3/a a C F.c F,F.GLH! as . 5o7a91/1 a A.0 F.L HJ 2 a . 5e / a i a7 53I/. E A.0 F.L nJ F.L,HJ 41 . 63 7 x 62 8 A.0 F.cHJ O.E.F,LHJ at , 72 7 x 71 a A.0 F.LHJ O.E.f,LH! as a a7 x a3 ar F K 0 E,r,CN1 j K J2 52 1/' x IS a A.0 F.c F.L 33 52 1/e 71 3/a 8 0 F.c F,cH a 52 I/3 x a9 5/6 6 A.0 F.LJ(.1 F.LH! 345 52 1/a x 55 I/. 9 A.0 F.cH,1 O.E.F.LH! SS 32 ./ a 1 62 E A.0 F,L,H,1 O.E.F.c.HJ 36 52 1/a . 71 a A.0 fc.H! 37 52 1/5 1 63 o A,C F.c.J.K. O.ES.c.1"/..J.K 3; grr NO; A-1-1--L' IN ICOO LP 1500 SC81Ei INTERNATIONAL. INC FLORIDA EXTR DERV) SANFORD. FLOP.IDA 11 TITLE: iNS F:_1_4i;rN [1=i J cn1_ F. UN V 1N, S -F. c sS 1000i 5OO .. _000 0gi rN 3:': _ A3??OVE0 S'i: ATE iiJ/' I=/J° ,SCALE DSYf_. LE"XCj-0 EnBEOnCni vINOQV WIDTH MAX - SHIM nAK_ SHIN SPACE SHEATHING TWO By WOOD - CAULK 6ETvCEN BY OTHERS BY OTHERS TWO By WOOD vINDOV F(N L SHIN AS ( SCE NO CS, SHEATHING TSH STup By OTHERS SHIN AS RCO'0. . ^ • 7C• INSTALLATIONANCHORI < SEC NOTES) H8 v000 SCREW DD cLO-zi vsF S EMBEDMENT . M. IN, BOTHERa GLAZMN ( TYPi1 - I `'=:; !.a i UA• H(Ax F (gam .. (SEE HOTfii - '•"'F, T,{'."-e PERIMETER SHIN SPACE i .' • li, IHE CALILK II S I .I I ; ti o r THEATHI(aG t of OTHERS S%r, QTHERS.`' VINDOV HEIGHT II FIN TYPO WINDOW FRANC I F1N TYPE ,< i. "`', _r.,SiINDOv HEADER . VINDWFRANCSHEATHING GLAZING (TfP.)' JnrIB ' .I . • __ SEE NOTES) ' WINDOW PERIMETER `•INSTALLATION VIDTH CAULK - xH VW0 SCREW By OTHERS 1-, .ST000U _ BY OTHERS ..: i SECTION B= B f.. e e 24' D. C. EOU:ILT SPACE Nax. (TTP.) ANCHORS (T YP.) WINDOW HEIGHT T— SHu ACH GLAZING (TTP.) I I / 1) MAX. ALLOWABLEAS SHwE AT STACK ToBE' SEE NOTES) INSTALLATION ANCHOR. p 11—.— 2) WINDOW FRAUC MATERIAL ALUuwuu,ALLOY 606}. INSTALLATION ANCHOR uUST BE OF SUFFICIENT. LTH. 7 Tn ArHINf utN FuRF.OUENT OF I- INTO MOOD BUCK I I q I 6' MAX. J () USE Sr,.ICONIZED ACRYLIC CAL" BENNO WINDOW FIN iYPi AT HEAD. -. 7 h ACRYLIC 5) USE SLK;ONIZED ACRYLIC G:)l/c FOR PERIuE1ER SEAL 61 NAIL (TTP.) AROUND EKTERIOR Or wv.'OOW FRAWE.' PERInE TER CAULK By OTHERSINSTALL? T!ET( ANCHO? S WOGD SCREW STUCr_ I • V BY Oirc.S CAULK=ETVEE, C. rIN r, PC WINDOW FRA>E SULR;LE SILL STOOL Br OTHER-, T'JD S' vCOJ 31 OT:ERS 6) 6 EXACT WINDOW SIZE IS HOT LISTED IN ANCHOR CHAJR USE ANC DR OUANTITY LSTED WITH NEXT LARGER SIZE. ELEVATION Z) GLASS iNCKxESS WAY VAR- PER THE REOWREUENTS Or. ASTu EI}00 GLASS CHARTS. VIEWED FkOM EXTERIOR 6) FLORIOA EXTRUDERS 1000 SERFS SINGLE HUNG IS SHOWN. - THIS PRINT ALSO APPLES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG w1NOOWS. REVj DESCP.IPTION DATE MINI INTERNATIONAL, INC FLORMA EXTRUDERS SANFORD. FLORIDA 1HE: INS7ALLTION D= - il W/;?i SCREWS 00r. 1500. EY::" F 4PFROV7- D d•i. 4Q'. Be OTHERS CALIL. v IN 00 FIN SHEA7NINC INSTALLATION ANCHOR •S SCRE, EXTERIOR FINIS" By OTHERS PERIMETER CAULK J BY OTHERS vi"DolHEIGHT EXTER:OR PCP ImE I.-: C, UL . ' . By QEp.s G-AZING SEE NOTE 6) t'1- E12CDMC-T SHIN As Rro,.CENTRAL FLOMDA B.O.A.F. SEE Norrs) MANUFACTURER N ANE 1/4. MAX 0ZtZtp4 g- SHIM SPAC'—1 MASTER FEE BUCK HEIGHT r VINDOW II TI, .[ IGH I TYPE 110, FRAME cz A - GLAZING SEE NOTE EXTERIOR FIN TYPE viNoov FRAME c- LEVAI 101\1 ViEv"-' D -XTI-210p. c J. 90, VIDTH I/.- MAX.x. s HIM SPACE vODD FP.<IIING BY OF.CqS SHEATHING SY oT.EpS INSTALLATION ANCHOR 8 SCREV CAULK BEtwEEN VINDOV FIN L SHEATHING 5ECTION B ImCTEn PERCAULK E XFERIOR FINISH B r OTHERS By OTHERS NOS. 1) SHIM AS REO'O. AT C.4CM INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK To BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3 ) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCH I TO ACKEVE uIN. EMBEDMENT OF 1' INTO V.,ODD FRAME. 4) USE StUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND E X TERO'P OF WINDOW FRAME 05) USE STUTCONIZED AC.RZC CAULK BEHIND WINDOW FIN. 5) CLASS THICKNESS MAY vAAy PER REOuiRr.-NIS 0;- ASTM C1300 CLASS C.AR73L SINCLE r!AZING IS SHOWN. INSUI-&'.INC CLASS ALSO OUALIF'70. 7) FLORIOA EYJPuOE - PS 200-3 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES CL' ES I.) THE FLORIDA ExTRUOEERS 15W ANO I DOE SERIES PICTURE WINDOW. 8) SPACE INSTALLATION ANCHORS AT E' MAX. F; ZOV CORNEPS AND MAX. 24- O.C. OESIG--4 PRESSURE CA:ACITY OF INSTALLATIONS. Wlll. ANCHOR SPACING AS STA7EO. is 70.0 PS;" FOR ALL AVAJLA-mLr zlES UP TO 73' X 71, 0;, 63- X 95- C-P 119' X 37- 3 /5- MAX. X. 9) WINDOW UNIT CAN BE MULL") 10 OTHER UNITS USING AL.JIMINI,. iUCE SEE .,JuV4 INC FLORIDAEXTRUDERS ZANINTERNATIONAL.FORD. FLOPfDA TITLE INSTALI-=-! ::6;lj F-::-- TA i I- V/ =s WOOD SCREW xc' - ---. - C, ., 1 C 2000 \ I 0c) C) - L, Ir i N; , ! , ti'-" -,, - , - DP., w E F!, 1 A??ROVED BY. I DW C r MtnBECK, LATHING I OTHERS INSTALLAi(DM ppR SCREV (TTPi EXTERIOR FINISH BY OTHERS PERImCTER CAULK — BY OTHERS FIN FRAE HEADER EXTERIOR PERWTCR CAULK BY OTHERS CAULK BEHIND riN TVO BY BUILD DOVN BY OTHERS SHIM AS RCO'0. SEE NOt1s) V(• MAi 7TBM SPAQ GLAZING (TIP. SEE NOTES) FIN FRANC SILL SHIM AS R[O'D. SCE NOTES) Af[R10R rTNTSH r OTHEP.S I INSTALLAilOM IICM. SCRE, (TIP.) yl AIMING r OTHERS r W. I EMq[M•T— SCCiiGll1 r-. T L ,N W, PACE NOTES' 1) SHIM AS REO 0. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING S wM, MAIL ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINIOOw FRAME MATERIAL- ALUMINUM ALLOY 6063. 3) USE SEHCONIZED ACRYLIC CA" BEHIND WINDOW FIN At HEAD. SU & JAMBS. s) USE SILICOHRZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REOU RCwCNTS OF ASTM E 13M CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS AM OUALIFECO. 6) SCREW AM04DRS AT HEAD. SILL & JAMBS SHOULD BE /8 SCREWS OF SUkTICIEM LTM. TO PROVIDE MIN. 1 N. MN. EMBEDMENT INTO WOOD FRAME. PLACE IS SCREW ANCH DRS 6- FROM CORNERS AND 24- O.C. MAX. 7) BUID DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. SMO DOWN MUST BE OF SUFFICIEHT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WNDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS I SERIES &. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT V(MNDEO TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTUREO FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUAREMENTS. EXTERIOR ELEVATION I • 3) F..M;Yv 31 TrEPS I fA JrYnl `'• '. Z-f'- CAULK 8[H:N?' YIN ems` niOF71 Ffi'; Ir 2 2002 1/N' Hua. •B INSTALLATION SMbf SPACE ANCHOR SCREV (TIP.) TvO BY FRAMING SHIM AS REO'0. Bi DINERS SEE rar(v CAULK BCHUMD FIN FIN (RAMC UAMB GLAZING (i TP. SEC NOTESI _ 1 CN ICXI fr} ft' ..2 SHEATMCNG "y:,S=:r r 4 ., or OTHERS EXTERIOR EXTERIOR FINISH or OTHERS. vtrmW v10rM PCRI-1tCR CAULK BY OTHERS SECTION B-B MIT EXTERIOR EL Evil.TION FLORIDA EXTRUDERSINTERNA71ONAL. INC SANFORD. FLORIDA TITLE: FIN INSTALLA710N DETAIL DESIGNER FIXED IIINDOw 1000, 1750, E 2000 SERIES DRAWN m, B B , APPROVED BY: DATE 02/14/02 ISCALE NTS JDWG FLEX0037 ONE B, BUCK BY OTHERS CAULKFLANGE ATHING WINDOW - YWOOD (TIP) OTHERS JXTCRIOR fDUS" JY OTHERS PCRIMCTIER CAULK BY OTHERS / WINDOW FRANC J HEAD W94DOW HEIGHT EXTERIOR WINDOW FRANC - SILL PERIMETER CAULK BY OTHERS EXTCRIOR —\ f Inl SH B, OTHERS SHIM AS REO'D SEE NOIIS) GLAZING (TIP. SEE NOTES) SHIM AS RED.D SEC NOTCS) CAULK BCTVEEN Q WINDOW FLANGE QtONEofWOOD BUCK CAULK BCIVCEN WIND BUCK t MA', DGCNING BY )HERS cac TE OR I P.—A B, OTME25 - — INSTALLATION ANCHOR 10 SCREW BUILD DOWH BY OTHERS N T TO SILL) SHIM11)ESHIM AS REO-D. AT EACH INSTALLATION ANCHOR MOM LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICICHT LTH. TO AC't.9 EMBEDMENT YIN. EMBCDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- 110 INSTALLATION SCREWS AT MEAD h JAMBS MUST BE Of SUfFIpENT LENGTH TO ACHIEVE 1-3/8 YIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS h SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. O.C- WAX. A) USE S4K:ON000 ACRYLIC CAULK BEHIND WINDOw FLANGE AT WAD. SELL k JAMBS. 5) USE S41C0ta2CD ACRYLIC CAULK FOR PERIMETER SEAL. AROUND CKTERIOR OF WINDOW RANGC- 1/4' MAX. 6) (LASS THICKNESS MAY VARY PER THE REOU(REMENTS OF ASTM C1300 CULSS SHIM SPACE 04ARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUN.61ED. 7) BUILD DOWN AROUND CURvED PORTION OF wwoow FRAME TO BE ENGTNEEREO BY OTHERS. a" DOWN MUST BE OF SUFFICIENT STRENGTH TO ADCOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES OCSMCMER WINDOW SHOWN. THIS PRINT ALSO APPLEPoU STOFLOAEXTRUDERS 1750 SERIES k 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. (I tS NOT POEMIDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONFICURATIONS. THIS Slim APPLIES TO ALL CONFIGURATIONS THAT CAN BE MA UrACTURCD FROM THE 1000. 1750• A 2000 SERIES DESIGNER FIXED WINDOW FRAYING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLON INSTALLATION SHEETS FOR REOLAREMCNTS. BUCK HEIGHT1 i 1/<- YAF SHIM SPACE NANUFACTUIUR NAME: f Y3CDYCNT I a, c B, WDDo --- Bun: 6, GT.R<- RASTER FILE #01. EXTERIOR ELEVATION M IiBUCK WIDTH IvO BY FRAMING Br OTHERS SHIM AS REO-D SEC MO1CS) WINDOW fRAHE ' JAMB GLAZING ( TIP. •''.. SEE NOTCS7 PERIMETER CAULK BY OTHERS WINDOW WIDTH g 1- 3/8- uIN ( ) - EYBCOYCNI 1/ A- MAX. SHIN SPACE CAULK BETWEEN TWO B, BUCK t. CENCRE TE By OTHERS INSTALLATION ANCFM 4 r.WIM00v,FLAI E IL . 0,8tIC1c. CONCRETEC] R'! OTHERS'.. EXTERIOR FINISH SECTION B-B BY OTHERS . WINDOW WIDTH, A WA / ' GHT HEIGHTBB I r A — J EXTERIOR ELEVATION FLORIDA EXTRUDERS)" SANFORD. FLORIDDA TITLE: FLANGE INSTALLATION DETAIL V/ FP.AME BUILD DOVN DESIGNCP, FIXCD VINDeV 1000. 1750, & 2000 SERIES DRAII'N BY: BB APPROVED BY: OATE02/12.' 02 ISCALE :`IiS lDWC REX003.6 SHIM AS RE'O'D INSTALLATION ANCHOR c8 SCREW SHEATHING (SEE MOTES) BY OTHERS /— CAULK ",:TV":"iWE BY WOOD DOOR RANGE BY OTHERS L SHEATHING T F i STUCCO OR SIDING BY 93THERS PERIMETER CAULK BY OTHERS JOA -v19ER5 1 I iJ.L F II .i 1 44- SLIDING GLASS DOOR, FRAME SILL 1/4- MAIL SHIM SPACE _ EMBEDMENT - - ZTEMPERED.GLASS TYPJ SLIDING GLASS DOOR FRAME / HEAD UUtP( v1u.. .....-. TWO 4r WOOD - ... _- 2 SCREW i-I/8 HIM. By OTHERS _ EMBEDMENT - WOOD HOOK STRIP L By OTHERS - • -. - SLIDING GLASS - DOOP, FRAME CAULK BETWEEN__ JAM - SHCATHING By SLIDING CLASS DOOR ... - _LL•,;: ? Hi Ni1'.. ai . HOOK .STRIP SHIM AS REO D. " a SEE NOTES)- fN i INSTALLATION ANCHORS : i f•'.•'`.•r.? , LB SCREW T-!/8'-ltlri„ EMBEDMENT, CAULK BETWEEN '. n •',_ . +i_ ;, ty.=•:%c ;.: . DOOP. RANGE._.X.s_ L SHEATHING Y.._` 7'i `,..a,;.; .H BOTHERS- r nA PERIMETER J SHEATHING ' BY OTHERS CAULK BY TEHNCRED GLASS .._ OTHERS STUCCO (TYPJ STUCCO Cut SIDING _ Cut SIOIrMG - BY OTHERS BT OTHERS SLIDING GLASS DOOR INTERLOCK - - SECTION B-B HOOK STRIP; DETAIL ram: t . [ .::., '•:. U OOOR w7ERIAL. ALIMI_ ALLOT 6%1 , C- , . • ' 'f:• 1:• 1 r 2, A9 INSTALLATIO. SCREWS Rf !E Dr SfrlctEw LGGiw t0 -cwcE C .1,L E: REDICNr W 1-1/E- INTO VOOD. TAPCDN TYPE WSHUSH TALLATIDT ACHORSATSELLfiCr UfFICiENT LEK. t,. ID ACHtT_VE Mel CNHED,CNT 6 1-1/4' INTO MASONRY GR COCI-TL = - I• :' I 7, INSTALLArja- AK"'R CA.:Zf a BAC. Or T,IIS SKIT. .. i..:/: :l•.:. -' -_I . 1 VSC SILICONI ZE7 CRTLIC CALL. SEM.D DOOR CLAACi AT 'CAD S, IISr. SILICDTIZCD ACRYLIC CALLA r0R PERIKrCR SEAL AROPID EATERiOR OF DOM: ---.- ._'.Y ,..',- 1 6, Dr CiKf DOOR T12E IS rat LISTED IN A,CIOR CNART, LITE ANOCHR QPwTI IT LISTED vI TN LARGER SIRE. AIR Irt APPRpiRIAT[ DESIG. PRESSURE REO•D roR PpCcEr Doa,, SIZES V i CLOUST BYPASS DOOR SITE a CWIfaJUTr TO rYRSCO GC,Ur4 PLACE t STALLATIO. ANCK.RS. IN rRoO l Or HOD: STRIP AS SHOWN. - B, GLASS TMCKKSS w1 WART PER REDu1REKNIS 6-St. E13M GLASS CHARTS OOR - -- - 9, DWITIiAPPROVCO VSIK. TEIPERCD GLAS: IN SI,GC GLAZED ILT INSLLATIK GLA$f ID, l 9 / SILL CORK.:: ARE t0 It '-ACED VITN A SHALL IOINr SCAN SEALEk 11, SHIN A: RCO'D. At '-A SEI O IN<TALLATIGN AKHORS. wi. ALLDVABLE SHIN SIA[A TO tE 1/.•. 12, ALL INS I ALLA TIC. AKH6S ,UST HE -OE 6 C- RD:ID. RESISTANT wiE71AL: 17, V,CRE - i- R-'RESCNT! HOVIK OAK-- AND V' REPRESENTS FIRED F"CL APPROVED j _ COWIGURATIC-, ARE A: LISTED D• AK,OR C.AR1 Ov SACS Or THIS S,CEr. r, X T E R ! O ELEVATION 1•, 141 ALL CCIIGR+TIO.'a LI:TED ABOVE ARE S/JVN ON INf! DRAV; G. HOVEVCR INSTALLAriON SCC r IC. E 'A +-. '9-9. 1 rCal STRIP DCIA:L APPLY TO INSTALLATION W ALL APPnV• D COW IGIO,tI6NS. p / IS, rLOTI DA CirRu DEAS IODD SERIE: AIDTK GLAS: DCM IS TWI/N. Tn(T PRINT Kf0 APPLIES to J J ] G _ I- 1/ a MIN. 2 Fav<L DCOP SN10'jN j j 2Wp SCRfCT ADD SW SCRiE f. L I A p A p I P.EVI DESCRIPTION DATE IN[ EXTRUDERS LIBERALLY APPLY — M I , . CAULK INC. RIDERSIL•_ FLORIDA INT. INC. SAruFO tD L. OR SET s! LL IN BEu—'NSIALLA;i0N " I TITLE. SLIDING GLASS DOOR i FPCJN INSTALA1 N WiTH P2 XPEWS S:_( 0!UN l IDR=. WN BY: °3 I APPPOVED BY: FC.O 11 7CIJ2 ( I DATE i71!710i SCALE: Ni: IDWG p.'Li.(F1i I ti TEMPERED GLASS (TYPJ DOOR HEIGHT EM2E DHEN: 00 to . CETA:! C x2x3/S I/E I= Y.H. ! T, Y..'L_.=. ! TYP:frL .='Ea:A:. TO, 'r.CRiZC',N-' AP.'L!!ON 70 JAr.= It: GR EX MULL 5 X 1/= SELF E x. 4 X .5/6! ScLF._ ... TAaF ir:u'SMS t i i J'! hJ,:: TAcF:!it• sms - TUBE MLLLT_C! _ r ! l : j;? ` r • L_ -. i ^- • .:_-;._.c C.',._. .,eft-..+ ¢.£•L r QS. Cad;-'iz: j•t TrvTEr ti:,'_-Cl7F C :. , a .' :. t :: r' -, I ' - -T-' l - - _;,_,-..--..,_ r-.... R N..1 h t •. - f..j T.t,yat i: 1T-i.'-'3-S H aa•' Cxa.l SrgLAhTBE TVEEN „ALq ?'a :__.. __ aP• 1-1/2 SELF yO,' C-V FLAG - !iJ _CSP i•-. t`-S' ! YR. 4 Y.i! i .? °.'' _-TpPFi} SNS ' _ — ..-__.—_ :. _ -. ^ _ •.. Y _ _ •fii.'-2 - `aP. >,'2"t.. .' j' t KFUTON `. c., 1 J' ---____ - _ . _.._. _ ...— _ — '. i 46 x :/c. Sn F r 1- -' iA'r?ihi+S lS 'TAFFit:u'' StiS `.__jl._h'<rY.P) t S rosv --h rz} _. SECTION 8-8 1 X 2 7/16 X L/8 _ x 2 7/SE X 3/E _ Zr+SiA tZLiT aeC^8 PJBS K.G.LIDh r ILor _ 1'_t GLa'TA?C'GN tL i S.N. SZALe;rT rrT1+ I CE X 1-1/ ELF SGREV'h'tCK'a C"r.) Sk JAM? (TYFJ i V, -OV .LPCES Tf:=PL`r SM ti S`;' •ti' s.: L'TAPPINt- l/2 SELF 06 X 1/2 S-LF 7A?Plt!'u SY.S SHS ANT BETVEFlI \ _ S=AL4\T ) <TVE'_r: SEAL VL`!um fLA+, a6 X i-i/? SSLr 62 % rho?SM'J SkS C=CT!(J;•: —A -',4 Sc-LPN c_7hc.N x 4 x ./c T' J2e: rt'JLL PiN 1 TAPPShG St-S ' i mvt• tmminL I ct F7:i - x4x3/ 8 7rp, - TER F o 6 E X _/_ SELF T. 4-Yt:lG )'. SECTION! A —A (7) T— Si'! P. R£CAST S[LL BY 0T1 r• f 7FJj41,- j A..' Ir'4S,.V'.-{E:: _T C'.TLCI7 .. -. •, cFCFPJSSTiOtiAi- - Y:+,i •'L 0 — ( D i D I INTERNATIONAL, INC FLORIDA EXTRUDERS SANFOPD, FLORIDA ITLE: R i r}-^ : c.-^ -! A,\GE Jii- c i i U. LU: _ ti R i I gip_ hG i_ !fJ I TQ HER I ZWNTAL 71P.;CAL MU-* -'ON 1C, -UZ X 4 L*Eol S!LL (TY;Z-) 7- x L SILL ....... 3/4 SrLr ApplNr: S"(s TAFF!,-G SMS P, y 5T i;ZS L -jSTALLATIGN ANCHUR Z iX/ 14 T MY ANC-M < 2 EIA X I/E QNALV -Er- tLP—LTMN ALLA EiLti. CLIO AMU-L. MAFLOP 7r I F AcTuRka' SIR r t E Y 3/4'SELF 'FNG SM PPSMSTAL- 6 D ( T rF... j 0I - - S, - z2! I m,-.- VVGYl rLAlZES S ICO2 ..... . AK' . KT*v'-%14 FCTION -A-A -'.SECTI N.-A A (?-I.-. CC F.V./DESIGNER CSILL (TYR) t- GC p.VJDESIGNER I Sil L (TYP.) ....... fSILL ( Typ.) s;E x 3/4 S'-L--' 11 .s x 3/4 SELF rc x 2/4 SELF TAPPING SMS Tt-IFING, SMS i SMS x 4 x 310 -w4 it F P It, x 2 7/16 x 1/6 X 2 7/16 X 3/G L! !/4' M rI v 1-194 TJEE ILLMN' T 15 UBEMI-1; Ir TUBE f BET' L Kp-, ION 2 X -/1 SELF lino SH. TAPPY-- sx ICAD ( TYP.) SEALANT - Ic-TVEEN H-CTION A —A (3"• jr.-, QV rLANCZS L tiLua,; . R - AN7 I-3-5G X 4 X SrA*- 4.-. BETWEEN vaizu., rLF:;nc - a WUM-11s: 42 X 3.'4 SELF coc SA-t SM. S 4 A —A (4 FW. IL'EsEGNEP z: Ll X -1/4 SELF S' ts r- ir - I x I x 3ig 10M1 ; I T 7- A — A (71 1- P-ti 1---, 711 AFo - V.Al-.0 VE; fi--C FRON EXTER10F INTERNATIONAL, INC IFLORIDA EXTRUDERS SANFORD. FLORIDA H Ci F TITLE: L MUl , ON: AArl x m --- --- Ur- jrc, r CPPArr T ES r17D RAWN BY: APPROVED 13y: is i000 S.M. Ix2x1/8 1000 Sx IX2x3/8 JAMB (TYP.) TUBE MULLION JAMB (iYP.) TUBE MULLION SELF t8 X t/2 SELF 1 1/8, MIN. t8 X (/2 TAPPING SMS SE TAPPING SMS EMBEDMENT TVO BY VOOD BUCK BY OTHERS DETAIL c 4t-- `.:c .i2 x 4.x pie t:,... , • _ P3.- i,:.0 i I s I j.TUBE MULLITJN Z S i 51 1— M «• T .. _ -.. IfLSTAI%1T[ON ANCHOR t8 -VOOD 471. J?hSfIu.ANi'-BErVCEM -_ _. _____.. _ _t o_ i ^c 1 ' SNXtEV CTYPJ L w VIMDaV RA1a=. _ T BET i e..!r- cY.2C ' ' at c• t '" f F ':t'f !• . i-Trj,• ,rit< f .. LIQN - _y...— _ M1\ S i P f E)ITERNAL MULLIUKiistiitMe1ffWi `: _f A? c C8 X l-1%2 SELF: > I - : S" :?_ : _cE 1 c {-^_.,:_._ _ t `INSTALLATDON CLIPeszt-vz SELF_ -1 -- - - _.. __ ! 1 cf ' TAPPING tsms v 3 i j ;ri .!•S t 2s:, ' TAPPB1G SMS L1 I F : MA LION SECTION i4-A'-(21 r : ,.__ ^c,ta : r.c3l — SECTION ' A—A-(1 _: n r _ _ - _ - _ _ _ - f _:" _- _ I`r :: I ppL1ES TO HEAD & 'SILLvF1ERE Io00 sx ;'i• .BYE 1 X 2 7/16 X 1/8 JAHB .? - - --- - - _ - X 4" _TUBE MUWONS ARE USED l X 2 7/16'X WS l V r- - TUBE MULLION 1000 S.H. Ill _ 1000 SJ1. i ON - -"- _ ----" - - JAMB CTYPJ. - JAMB <TYPJ' - 1 TUBE BE HULL1 . `.. ; ` t i.:- : • HEAD 1 / APPLIES TO &SILL' WHERE-1. _)C 2 _ i. , .& " X 2'7 16' BE MUUJONS?ARE USED 18 X"1/2 SELF- TAPPING SMS INSTALLATION ANCHOR Ia X 1/2 SELF t8 VOOD SCR£V t8 x 1/2 SELF - DETAIL B <TYP)_. A;; : TAPPING SMS TAPPING SMS -__ SELL -CLIP - SE ALANT BETVEEN --' --- - - t8 x 1-1/2 SELF vp()av FLANGES t t/e MEN. .. SEALANT BETVEEN SEALANT BETVEEN TAPPING SMS t ItAlIaN ' - - _. - -" EMBEDMENT VINNU FRAME VIN00V FRAME - _ _ a MULLIONt MULLION SECTION A -A (7) SHEAMNc `_ ?:;: 98'X 1-1/2 SELF.-"- #8 x 1-1/2 SELF TAPPING SMS _ .DETAIL C V= FRwMRG SECTION A -A (3) SECTION A -A (4) C{ Y AUXILIARY PLATE I X 4 X t/8 L X 4 X 3/8 •.. 4• (FOR ADDITIONAL ANO-IORS, VHEN REOUIRED) TUBE MULLION TUBE MULLION g ' t Yl eeeYY / A A --- 1000 S.M. JAM1000 TYP.) JAMB (TYP.) F fry— 98 SELF TAPPING \/ SnS <TYPJ `- _DETAIL B MULLION 8 X 1/2 SELF EL EVATION ED TAPPINGSMS VIEWED FROM .EXTERIOP. TAPPINGSMSFLORIDA EXTRUDERS INTERNATIONAL, FLORIDA INC SANFORD. FIARID4 TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS sEALANr BETvEEN ' SZALANi BETVEEN SEE OTHER SIDE (SHEET 2 OF 2) FOR VIND01 FRAME `;;I ; ""` ON I, , " c?C'' DESIGN PRESSURE CAPACITIES t MULLI011 E x 1-1/2 SrLF t:O x I-I/2 SFLF DRAWN BY: F1$H APPROVED BY: 7APP'. NG SMS TA?PING SMS X 2 X 2/2 I eNr- EY V900-- TTL15- KLUOLN i c cK EY 07. 7RS OE2 1/2 szl_- E MBE rjftEN T, S, TA. F NG i; E X __LF_ SMS TAPPING SPS lb C CONCRE- E CC 7. EY' GTFEPS ca; V VuiLw ;,LAM r:Es L KE ION KA.Lr,; 7-- A-` Unr ....... UBE 4MULL10"".- ED. 6eI1-ve S--C:io S A68PP, C MS.7 EcTibK, SECTIOt I iX 2 7/16 X I/E 1 X E .7116 X 34E TLIES MLLLLaN _ JAK;. (T YP lc_ nr•jS-R JMME ' JAMB (TY CTYPJP.) TAPPING AS UPF! 14c: NL SEALANT .iZ7VE-% VINMVFLANGESMLLUCK TAPFM SMS SFCTION A —A J x z X I/E TURE MULLION E S S J013 6 112 SELF TAPPING SMS iir; x '..-!12 SLL" SZAL., LN;T E -- T V7 0,i TAFF;NG SMS ViN- 10.1 FLANGES L M.LP-LICN, TAPPING SMS7 FQ Q'iN A — A (.4 X 4 Y. 3/s SEAT vlE_:T*,u V1.4 FLA&C---S L WiLL10; L—L 1-7) NEW rypicZ- 9' 6ii,6KAPPLIES TO HEAD 2X 4' 46waN 6Emu. '_ ARE- OS£d) D ETPL T j:, WNCiM i! I llu V.. Yil lapy P1 4T ZTn- R 4a6:r!aN4 AAC. tiRsl Vti7_,N RECUNEB) ED) NTERNATION.— FLORIDA EXTRUDERS ISANFORD. FLALORIDA INC TSP,c__ I ijF i2JITLE: FOR CTi nr?iwN A.PPROVED BY: I M I A M I-oADE N1 [Aryl I-DA D E COUNTY, FLOR , METRO -DARE FLAGLER BUILD I' BUILDINC CODE COMPLIANCE OFF] METRO -DADS FLAGLER DUILDl 1.10 wI it rLAGt.lilt s'r1mrr, surlli 1 MIAMI. FLORIDA 33130.1 PRODUCT CONTROL NOT[CG O,r ACCEPTANCC (305) 375-2901 FAX (303) 375.2 Prenidor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 ONTILkCCOIt LICENSING 51:(1I71 305) 375.2$27 I:AN (305) 373.: WNTILI( WR1si\IOItC:I?dll?Y'1't)I'Iti 305) 375.2966 I -AN (305) 375-: t,uouuc: r covrltot. mvis 305) 375-2902 FAX (305) 3724 Your application for Notice of Acceptance (140A) of: Entergy 6-8 S-W/E inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (EICCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If 1 product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Cede. The expense of such testing will be. incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raut Icoarlguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE J4 PRODUCT REVIEW CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Mianli-Dade County, Florida under the conditions 6orth above. 11'PROVED: 06105/200 i Francisco 1. Quintana, R.A. Director Mian)i-Dade Count), Building Code' Compliance 01'tic Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS April 02, 2006 1.1 This reneivs the Notice of Acceptrnce No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressurc Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NY/E Insiving Glazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-E`V-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documcnts shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the angle between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( ar o:cction system. 5. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documcnts required by the 11.1ilding Official or the South Florida Building Co. SFBC) in order to properly evaluate the instnllji ion of this system. Mane 1 Pcrcz, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.; 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OFACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approva.l) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the; South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for temlination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shalII also be grounds for rcmoval of this Acccptancc: I Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number pr(:eeded by the words Miami -Dade County, Florida, and followed by the expiration date may tic displaycd in advertising literature. 1 f any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmoval Acceptance. 9. This Notice of Acceptance consists ofpages 1, 2 and this last page 3. END OF T111S ACCEI" 'ANCE Manu Pcrcz, P.C.; Product Contr 'xam ProduLLC661rol Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing f I I 2'0" 2'6" X 2'8" 2'10" 3'0" 3T uite Internationalrl' COP-WL-MA0141-02 t 02-0419.08 Application Filed) 1111111,11TIIMG 52.0 M.LFICT-1 NO Not Listed Not Listed X0; Ox. OXO I Ir 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) op Rating 52.0 impact Rated NO 2,8" + 17' 2'10" + 1'0" 2'10" + 17' 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + IT COP-WL-MA0144.02 02-0419.08 Application Filed) 52.0 NO I 1'0" + 2'10" + 1'0" 17 + 2'8" + 17' j 1'0" + 2'8" + 1'U" I ' - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6' + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0' + TO" + 3'0" XX, pXX0 2'8" + 2'8" COP•WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 2'10" - 2'10" 3'G" . 3'0" 2'6" + 2'8' + 2'6" + 2,6., COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" ; 2'8" + 2'8" + 2'8" 2'10', + 2'10" + 2'10" + 2'1U' 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from Me Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w:vw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & fleographic location is determined by ASCE 7 (Minimum design loads for buildings and oche; struclu,es). National, slate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, U Oakr, aft —' l I+I1 1!NC; 1, w.t\ /.n"1'IlY •l(.f1Nt /.6w.e•.v./br l„•G", Deb, (/) rVln • /_ n Aare 79 ?M2 o..a„ o...• ow rom+wy anp)m of a'>;uD ef10 0'.'Mlral m)f of 1ptDIK)I+)nf, aef QO )fb D'aa4r1 Masonite international Corporation aa)u ;waecl to rNlge «:uom nwfire. XO or OX Unit f t f f ,f f f MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE 6' TYP. 6'8" UNIT 8'0" UNIT 13.15116' 17.1/8' MAXIMUM ON CENTER TYP. 1 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. ap.d29 :712 Matonite International Corporation O.r tom.+. rrrm. w mw•o-+ro.m"m mnn succ.+c o"s. an., sro 7sc.Kr a" suoKa m [name -dn" roue. oxoMIO-WL-MA0004-02. Unit r SINGLE DOOR WITH 2 SIDELITES 6' TYP. 6'8" UNIT 8V UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t t r t I t f t t 1 t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29.2002 Masonite International Corporation Q c0`•"•••0 r'•J+e w —.0 4M1CaRJIUn•, MVP Jn0 W.0 W4. SW eV r0 :"W "4MYr MM . OXXO III I Unit I DOUBLE DOOR WITH 2 SIDELITES 6' 3• 6' CL TYP. TYP. TYP. TYP. I l l l l l l l t l l l l I t 1 TYI 6'8' I if II I II II I II Il I 13- UNIT 8'8' UNIT 5/16' 11.1/8' MAXIMUM ON CENTER TYP. r4inimurn Fastener Count Rough Opening 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3157 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Awd29.2002 Masonite International Corporation ow comiw v popam of vod•n ^wo•emem males soma"ons. despn and po" detad svo,en to e'Vnpe .stout • ke XX Glazed Inswing Unit APPROVED ARRANGEMENT. r o ti red' O COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door 1Aadmum unit size - 6'0' x 61' Design Pressure 52.0/-52.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geograp* location is determined by ASCE 7-nationat• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00as oa 00 00 O00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 nil, 23 nil. 24 Fill 107 Series' 108 Series 304 Series Series' Ttds glass kit may also be uses m the following door style: Eyebrow 5•pand with scroll Oak raft AR k EK" (..1....1.1. - wua.l.T<.1ar I IUL'0.(:1A551'Nl'0.S'UVO0.t ebw.i•w N••N-r ra.... rAU r V"r':(.J..,.nw • Apid29. 2002 Masonite International Corporation our coft-w g owam of toodw myo+ eM "44S %WAsCX*M. &W IN 0," stied W to chwee wdrq A mot XX O• tl t Glazed Inswing Unit t FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 0 0 0 y ii e0e Series e10 Seres 109 Saks 11e, 120, 122 152 Series Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0akcraff AR 4 EK' •m frUl'tt0LANN LMt'k P•UO—S w..6....•ra«eo"e.v, PREMOalU a April29.2002 Masonite International Corporation Ow cw t..^ proersm CO VoAO."pro.mtcm rtWn sixcittutbrts. dngn and product deuo suorm to cwr of .mtww notee. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS ` Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 1 Sidelite Maldmum unh size - 611' a 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7•national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeil followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 101 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 RA.. 23 RA.. 24 RIL 107 Series • 108 Series 30e Series Series' This glass is may also be used in the following door style: Eyebrow 5•03nel With Scroll Oakcraff ARTEK'- 11-1!M1:1A.I1 1'N'I V I)IIII S N t4 r- f. r. 0. 1 Aprd29.2002 Masonite International Corporation 0. C-1—; a.Ml. Of Wo r nlpo• " owes sateA.cX . anon sna r W"' XO or OX Glazed Inswing Unit . COP•WL•MA0143.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as all 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Sexes 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O_ak-_raff AR4 EK" E.rr.....r,.. I rlrt Nl:1..\<\ L'Y'1'Nl •11, 11 )N.\ New.T•v rM.NuE.v, Q^^ ()()C,,/V\/1• b Apra 29.2002 Masonite International Corporation 0u co'w V p.oenm or Yoow mp0+anew russet soeeacnions, oes,pn and eroouer otu+s+TlCr w ch^e " hw nonce oxo Glazed Inswing Unit APPROVED ARRANGEMENT: 4 0 r Single Door with 2 Sidelites Maximum unit size • 97 x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. COP-WL-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY -DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: go 00 a0 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 11 00 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 RA_ 24 RIL 107 Series' 108 Series 304 Series series' Tlus pass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakcraff AR k EK'+ Q5i4; Anil! 29.2002 Masonite International Corporation Ow cou Q Wall— of wo&wi .mofo em "tikes %Decdi"em. de"r Mu OfWW deue $.*^1 to Cfuffet ..'dr—i no1Ce. G|&Z8d |OSVViDg Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4GLA3S: FULL GLASS: 404 Series "wseries | 109 Series /14. i2o. in 152 Series 149 Series umSeries Series APPROVED 30ELITESTYLES: 129 Series 200wies 12P, 12L R. 23L 450 Series /oSeries 'mSeries .09 Series /20..oSeries 300 series CERTIFIED TEST REPORTS: CTLA- 805*2 Certifying Engineer and License Number: Ramesh Patel, P[/20224 Unit Tested ioAccordance withMiumi'DudoBCCOPA202. ' Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of31/32''wood. Bottom end rails oongmotoUo(31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted iourigid plastic lip |iiesurround. Frame constructed ufwood with uoextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED ACCORDANCE WITH COMPANY NAME CITY. STATE To the best of my knowledge and ability exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State ofFlorida, Professional Engineer KurtBx/ thazor,PE—Licons NumberS8533 Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Double Door with 2 Sidelites Marimum unit size • 12'0- tt 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geograpldc location Is determined by ASCE 7-national, state or local building codes spectly the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 an an 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 0o a El 00 00 an an 00 00 105 Series 106.160 Series' 129 Series' 12 RA- 23 RA- 24 RA. 107 Series' 108 series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK' r.<I....1e 1'111L'Mt:LA\\ l'NIRY OOOas Wrv6.vwrw.r.0 Gwrs Om.. MA• — B April 29.2002 Masonite International Corporation QI cMM+.Wq wovr or p.o" enoporemMl rNses somdgs em. o"a ant woouct peua supecl Io cnrq<..arroul npu. Oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 577-1 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak.raff AR k EK" 1 l",Ms •rl r.rr. No...r..•.._.O lawrNu t. Da.o.. i/VV Apm29.2002 0. <O —" Woeum DI W Wdw -Wft—m mates sDeCa"U S. 0espn 1W W." Masonite International Corporation OtN4:.Died 10 C"t _DD A DWtt XX Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS 0 5. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit We . 6'0' x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requimments for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition rejuired. MINIMUM ASSEMBLY DETAIL: ; Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n no 404 Series IMM an na 822 Series El 108 Series ra 0 aka- ff AR k EK' CIDLEACLA.\1 CN r'KV UOUN1 tb. U.—r tl g—L rD. ICJYI f•i in e Ow• April 29. 2002 Masonite International Corporation OW p.Odlam Or Dd00un myOrMlem rt ACS SpeCdKxom, deSgn and Wo000 01U, wgea 10 C..Vt wntroul -Kt. XX Glazed Inswing Unit 8'0"' FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EKt' tom M-:L.\>.< Lrc IN I a...oa.,..a re g. t.,., o.... a IZli2/C/(:/ s Aprd29.2002 Masonite International Corporation Out commum0 podtam of podua t,t+wwem<m make sd<cdtcaiom. dnio^ and Vodun d<laa OXVC wdh" MI(c XO or OX 'COP-WL-MA0148602 Glazed Inswing Unit 1 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: o ¢ Note: Units of other sizes are covered by this rEport as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size • 67 x 8T Design Pressure 40.0/-40.0 Umited rater unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 1-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: on 00 oa 822 Series 1/2 GLASS: aa toe Series 108 Series Oak,-raff nu Al IM2002 AR EK" I"— Do... PRfJ:'fv':'(..//.. ... faasonite international Corporation but COnNnN-ng D10912m 01 p100OC1 mp OVMIMI MNeS SM'1<04"S. at"On W p.D11NC1 Ona SVDIttI 1.I Ln,ngt w4W.. nQ12r XO or OX Glazed Inswing Unit 8'0' 1' FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: g 450 Series 852 Series 610 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK" f..l..,..1. l.._ VIUCK6LASl UN'1'M\',U —gS Nr.t..rrN re..p.uf Oes. j. April 29.2002 Masonite International Corporation am commumg p.ogtJm of O.00m,, mgtoveme.tt makes soeUtKit—i. Oesgtt and Voduet Dead S.olecl to ct4/9e -ma.' .—I. oxo Glazed Inswing Unit 8"0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 1 O O S w,: : yr <c7m21 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size • 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specilic building design and geographic location is determined by ASCE 7-national. state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: MI oa ao 22 Series 1/2 GLASS: n oa 404 Series Oak raft AR k EW 11 UI: NI:LA\,1 lv'I'N 1''[.wT pos. Aprd 29. 2002 0w c~wnp moeiam of , Owmi np," moi "kes smof eJtgns. oesgn ind moo"I dvad $ 01ec1 t0 etunpe -,N mat. 108 Series lvl asonite International Corporation OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r, 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with hiiami-Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 311/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed witti insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY.: ITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (SUuctural Tests and Inspections). T IState of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak raft AR EK'" VIULMeiLASS eN'1'N 1 r.' MA"' I r A Aprd 29, 2002 o..r. o.... W [OMnu+p program of produa m0,0,eM[M rt AeS SWd4j1m0 $. deSW in0 product M a s o n i t e International Corporation oeud Su01ec110 clunpe wdr u Mice. I OXXO Glazed Inswing Unit 8'0''' FIBERGLASS DOORS APPROVED ARRANGEMENT: O 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size . 12'0' x 8'0' Design Pressure 40.0/-40.0 limited water unless special threshold design is uned. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requimments for a specific building design and geographic location Is determined by ASCE state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: L Compliance requires that minimurn assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: H 00 40e Series 00 00 322 Series El 108 Series R Oak raff AR 0 EW V.DC.L:l.\\\ L'N'I.%',Ullnn.\ ra.T....p llwLY.. L.v, peen rxRCC,,,,r-y ". B II%i'/ 4ta29,2002 ow comm""' woanm o1 wodu 0,0.emem mikes sondiCalroet. &Sq. lM a00W Masonite International Corporation 0rYJ %.5^110 00ange woMu M K,. OXX0 Glazed Inswing Unit 8'0'"-9 FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r a 810 Series 300 Series APPROVED SIDELITE STYLES: iJ• a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed,of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK' 11111: N(:4 •\\1 LN'1'M N. Ilr 0., eMTe•si•N I—e—E•o, 0— Apra 29. 2002 Masonite International Corporation LV EM1-- O,Oersrrl 01 Or M0 iinVo mM1 "Yles y0ee04XQft. d6an I00 Or00121 0[Ieii Sutrec. I0 C imt, rr10Uu1 Wq e XX Glazed Outswing Unit APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size • 6'0' x 6'8' Design Pressure 55.0/-55.0 Limited water unless special threshold design is t W. Large Missile Impact Resistance: Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition rejuired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 4 00 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RrL. 23 RA.. 20 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the lollowing door style: Eyebrow 5-panel with scroll 0 akcraff AR 4 EK" Masonite r,l rr r.'Nr:I A.\.\ lN"1'N l'\I)r)I)N.\ 4.4.wN14wr.0 [..v/Om•. p()[C',, ^„ / [ Aped 29. 2002 International Corporation Ow [om-v Drn- or oreov[r +nYOv<mCM mr1tS sDKrlSstgns. enpn 4 W poou[s S."C, to <rune< .1- -, XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as oa 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 000 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraff AR k EK" oT 1'IUL'M(;LASS L`N 1'MY UU—S 1-0. Ee Dew. (/)C.'/'Y\A ///T 9 April 29. 2002 Masonite international Corporation W LONe4nrp W091M Of WodW mao'.flnml Make$ SM44AOns. OeS on AM OroO"er Oct, W.Kc. Io 11-91 -.A Ibl<e xx Glazed Outswing Unit 8"0"' FIBERGLASS DOORS APPROVED ARRANGEMENT: st: i?`%9 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size a 6'0- x 8'0" Design Pressure 47.0/-47.0 limited crater unless special threshold design Is uned. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requir,:ments for a specific building design and geograpbc location is determined by ASCE 7-national. state or bcal building codes specify Ore edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimurn assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 Series as as 322 Series 108 Series O akcraff AR 4 EK" 1110INGLA\S CHIN' 00095 U—FO &.. E. Deer. El Aprd 29. 2002 - 0u1C—I—Qp0eym-1I-WWmppvCm--1ti SpNAKl19e5. OCS.7e iM WH - Masonite International Corporation S. 0^, W CI.L.ee -nq.11 MKe 4 EL SKIN) 4 EL SKIN) i ACRYLICsm H AIRYLLCU1XSi6AYARAIIE SEE SECTION B-0) e C 3 WTONEpATE SRFS r'(T le' WIDE DOOR. wcn waCAol{eSAW (Aniwc ooBOir n) REV. NO. A / I 1 0IIII ' III kk III III kkIIIIII ILM11111-m-71 REVISIONS DESCRIPTION OTY (1) WAS (2) FOR TRACK BOLT NONZOMAL TRACK TO DOOR DOOR NSOLK SYSTEM TOP. BOTTOM t CENiLR). NEY' - ( 13X11G GLV. STm FLAN BNOO.i. Wow V-4SC—FEW, LISTEDtm DOUBLE rRAo CONFIC>RADON Wo HEADROOM is AVANABIE As AN oPRoN g Np0(E ' 2• G,LV. STEEL TRACK. 1. 101 TRACK THICKNESS:.OeO• h' e sa Y MOM P. 2-1/2'.12 CA.CALV. STEEL TRAM BRACKET. TWO IDCgHC O ( 4) TRACK WACIEIS PER SIDE n LRR TOP BRACKET REPORT#96C6C T HORIZONTAL 3• . 20 G U-BARS U-SNRS N A 2-1-2-1 PATTERN (I.E. TARO U-BAR$ ON 80RW SEcnoK ONE U-BARS OH NETT rmK ETC.) 114.3/e' SHEET METAL SCREWS 2 DATE: 4 OPTIONAL VENTS E A MAXDOOR WIDTH . le'-0" ` OPTIONAL OUTSIDE KEYED LOCK POSITION O 1/4-.3/4• SELF tl V9' TAPPING SCAM. 11 G FIND NIICES la f_ M}rP"!}r MARL NOTE1• DOORS lW TO 7'-0- IGGll CONSIST Or .) SECTIONS ((SIKIM'N)). D0016 OYFA i-0' IaOH WN515T O' FRONT ON VIM U.V. COATING ON oursmE SURFACE I .3 VG SCREWS ON 19 S MAY B. 1 UNT RSURCPAGNIDMAY ISEW Y• SS SECTIONS (KNOT 5110MN). BUT H REQUIRE) T LU 4 MOUNTINGeYrMOTREQUIRED) ro PROVIDE A PT1191 MOUNTING SURFACE. HORIZONTAL JAMB$ 00 MOT TRN1401 LOAD. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 G MIN. 111, Sim END SNP 24 MION PINE JAYS 1 1- 2• THICK SB MASS OR iTPITow1 ID SCNW 20 GA OALV. STEEL INTER. SNF 25 GA MIN. Srm SKIN COALED YAM G-40 YN. GLVANZM. IEAIED-oN PFw m AND A BAKED-p/ POLYESTER TOP COAT HIRED TO BOTH SIDES OF STEEL SKIN. SNP LAP JOINT 3" TALL U-a,R 20 C.A. ULv. STEEL URN. YEED STREHGM: SO r SECTION A -A 140E ' 4 1/e ACRYLIC LITRE Y,V+DOV Ilrc MOLDED 91510E SFL•IIDfH R-e LITE RETAINER le.] ." PAIN NEAR 12 U OLV. Sim (JAMBBHOETSrASTVEOIO100EJAWSwrNONEs/le-.I-s/e• LAG SLTEYIwSCKawsPERRUIELJTE) e .. ANCHOTK ON 21 CEHI06 (C-DO BlOoO DA CENTERS YN. Wrlca7fl OR PER TRACK BRACKET. Sr v ufCA 1/.•.4• rAPCORI SCREWS ON IT-I/2• CIXTQS (2.000 Z/Ie" 1O. ROUND rU}Y rOON171/ P9 WIN. CONCRETE) WASHERS INCLUDED WITH rASiU1FR (DARE PER ROLLER) le CA CALV. STEEL CFMFTN HINGETRACK. 12ROLLE G11v. Sim TOP O E NAP110FCALLATCH BRACKET ATTACKED H ) FM1 OF DOOR.R. LATER. STILE WITH ANCIIOftS, 1. 0.0. IRA. 'WASHER REm1WED 1m1Q$ FASTENED r0 V1rER. SIIFS V VRN rAPCONS. ANCHORS Wr BE COIMOtARC( 12 uAGLv STEELL VLACTRACK K8R KXETS. FAST NED 10STILESTEELS V/(. 11.6/e SFET PETAL sfAEKS. ) TO) BR NOT REOUIRED) TO PROVIDE A FLUSH TRACK ATTACHED 14. 5 aSHEETUETA/L(4 S / SCREWS. MOUM S1R6AmTO FJCII BRACKET I..S a• YEW. SCREWS 4NISS W Nor / WITH ONE I/4•.S/e• BOIi a NUT (.) I .•.3/. SELF TAPPING 510EV5 PER END HINGE. TRANSFER LOAD. OR TWO 1/ 4. OIA RhETS. OUTSIDE KEYED 14 U G Lv. Sim N-40LE ENO FS.IIDE 2' CIA, SNORT STEW. 10 BALL STEEL ROLLER. OD HINGE. EACH FASTEEDTOED STILE tR YCEA5iROQO1IELDP MNApNB( l 5EK e' 9EET. 19oEHANDLESIgEPREPARATION OUUBs BY OTHERS FLORIDA P.E. l P.E.P.E 023e32 G (4) 1/4%J/4' SELF OUTSIDE KrYRI LOCK LOG( BAR TAPPING SCREWS. __L= SHIM IArd OPTION OU75IDE T OMwNOTE7' THE DEN OF n¢ SUPPCRnmc snwnxAL ELEMENTS DESIGN LOADS: +24.0 PSF & -24.5 PSF EACH 9DE SHALL eE THE R11PONvelm ( IF 11[ PROIEssoNAL OF TEST LOADS: +36.0 PSF & -37.0 PSF 3" TALL . M G C LV. Sim U-BARS DID SIDE BOLT OF DOOR. RECORD TOR THE BURDINC OR STRUCTURE AND N ACCORDANCE 1 PATTERN (1 E. TWO .BARS SIRE 0 A BOTTOM ON BOTfOY $REGION, OHIE U-BWOHIDIX EHV4E5 WITH CURRENT BUILM4 CODES FOR THE IDWS FISTED ON L oY.4rs ARE mm w aNc THIS ORAMRC. Mpm yl (ppapy PART NO.: - NFXr SERMON ETC.. EAlll U-BARATTACHED O WTM 1 i.l .• SFlf TAPPING SCREWS PFR s LOCNIOM. Nr0 Y4RM.X TRACK. ONE I= DN EACHSIDE NOTICE a'^ 0 idsnA' I1OA d aaPAY w""`°°P"`.Du1c Hcism. URI... SWt.eORh.(.. TOLERANCES a,. 312 r*YA 5L SLaU 1600 IDEAL Ci11Cin1106 OH 45202 o 0 - t.03 rm NCR 1- 513-.B9-IBOD W+oaa aaouL im NCR 1-511-762-1519 LQM-Qim. I3 a GL9. STEEL leon eR. nEr. //J ATTACHED SIR 2 I.a SHEET & SCREWS. e, P°'°'°°",v r"'O"'a,,,'° a m.... W. n.1iam.Y AVM :, Mh A.. AA, a.,,=9- « 00 - t.015 000 t LOOS DODO - t.001 DESCRIPTION: MODEL 6RST W4 16-0 K 8-0: 24/-24.5 DESIGN LOAD ORAwN BY: BMM DATE: 4/18/ 0o SCALE: NTS MG. R A..1Ka 0a9rcee >• t T/2CHECKEDBY: MWW DATE: 4/18/00 SHEET I I SIZE 1J Awr L VEAL. 0 Third AngleUN.sa Slate Olh, w OF Projection BWENyDNs ARE w INCHES. DWG. NO.: 102138 REV. NO. I 3 4 2 eRAJ' MU,'4 a ,. h) f14 D.N. c C i A 1r MODEL: 6RST (5 GA. STEEL SKIN) MODEL: 4RST (24 GA STEEL SKIN) ATTACHED W/ iOG,LUIOC M(TOP &BOEDIATELL AND URETTNANE ADHESIVE (ALONG CENTER) 0 N O 3 OPTIONAL OSS GLASS OR LISTED 1 8' ACRYLIC UTES AVAILABLE EE BECKON B-B) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM y A OP, BOTTOM & CENTER). REPORT#9606C LOCK POSITION BOTH SIDES) TWO POINT LOCKING ONE 3' TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. OPTpTUr . OF J L'—.— A OPTIONAL. OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9b' 114x5/8' SHEET METAL SCREWS 25 GA. MIN. GALV. STEEL SKIN COATED WITH A BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. END SLIDE BOLT STILE V LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION NOTE DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). O,/O/\ v1/4'x3/4' SELF TAPPING SCREWS. 14 GA ENO HINGES 1B kTE HIN VIEW 'B VIEW 'C 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4- DIA. RIVETS. 2 DATE: ECN 11/00 - 2' DRIX 3' TALL U-BAR 20 GA GALV. STEEL Li r 1-7/8'' = 16 GA GALV. STEEL TOP ROLLER BRACKET. EACH BliACKET 1 • SHEETATTACKED W/(3) rAL SH P LAP JOINTS. 14 G G1LV. STEEL END NRLL EACH FASTENED TO END STILES :64.))SHEET Ild E• 4) I/4•.3/4- SELF TAPPING SCREWS. 3• FALL x 20 CA GALV. Sim USA - ONE U_M PER SECTION. EACH U-BAR ATTACHED WTM iW0 1 4•J/4' SELF TAPPNG REVISIONS OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) t 13 GA. GALV. STEEL FLAG BRACKET, EACH FASTENED i0 W000 JAMB WITH 3) 5/16'xl-5/8' w000 LAG SCREWS. HQM DOUBLE TRACK TRACK CONFIGURATION A HEADROOM x OPTION 333 M-70 2'GALV. STEEL TRACK MIN. TRACK THICKNESS: .060' Wx TYP. 2-1/2'xl2 CA. GALV. STEEL TRACK BRACKET. W. o_ 4) TRACK BRACKETS PER SIDE SCREWS PER STILE LOCATION. O LHR TOP BRACKET W BLE HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE _ DOUBLE INAI:R IS G GALV. STEEL BOTTOY 'N I LOW HEADROOM OPTION BRACKET. STEELED IKRI TWO n I•HM1l tWASHER LAG SCREWS ON z4 CENTERS. I' O.D. MIN. /14x9/B SHEET uTTAL SCREWS. OPTIONAL 10 SCREWWASHERREWIRED. LAC SCREWS MAY BE COUNTERSUNK tlf S58 CLASS OR BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING AURAM,W EXTRUSION 1/8' ACRYLK LATE WINDOW LATE SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WINDOW IT STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. GALV. STEEL ND STILE 20 GA GALV. STEEL INTER. SECTION A -A (SIDE VIEW) VERTICAL IAMB ATTACHMENT (-- j8x3/4' PAN HEAD SCREW Q_9LQCK 4B MOLDED INSIDE ( 10 SCREWS PER LITE) END 2.000 5 MIN. CONCRETE CnLUMNT• STILE3/8'x4' SLEEVE ANCHORS ON 24 CENTERS (BOTH LATE RETAINER INTEC-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STIL 1/4'x4' TAPCON SCREWS ON 24' CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO ONE SNNAPAPLATCH ONLVERTICALTRACK. SLEEVE ANCHORS, I- O.D. MIN. WASHERS REQUIRED A EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE. HORIZONTAL. JAMBS 00 NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED 18 GA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) GES 114-5/8' SHEET METAL SCREWS. FASTED TO ENDSTILES EACH NW/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'..3/4' SELF TAPPING SCREWS PER ND HINGE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. HANDLE L ND K I VSTILE OUTSIDF KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAP LATCH LOCK OPTION PREPARATION OF JAMBS BY OTHERS `2 OIAL SHORT STEM, 10 BALL. STEEL ROLLER. Haim JAMB CONFRATION d o.ntAa.T atlu AipOVCI. NXt. SECTIONTION C-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE E-JILOINC OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELDP.E. WITHCURRENTBUILDINGCODESFORTHELOADSLA.STEDON THIS DRAWING. FLORIDA P.E. 148495 TN d Angle NORTH CAROLINA P.E. 123832 l Ro)ecaon - 4 3 C 13 PART NO.: - IAW. xx SWW OU—m . 312 Ndew St Suy 1600 A TOLERANCES — IDEAL S 45202 T& Nu 1-513-381-48M 0 t.03 4Y 0=COW1R I. He. I-513-762-3519 00 ' t.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 0000 . t.5 DRAWN BY: 13MM DATE: 4/18/00 SCALE: NTS DWG.R Degree. s 1/T CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE L UN4xx Slated Oth—i e OwDrsIoNs ARE IN macs. DWG. NO.: 102137 REV. NO. I w1mm > aug; FORM 600A=2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: 3k0 GLySbAi_E G`PLI - Permitting Office: City, =c1Permit Number: Owner: %, Q . "CXLTO(I Jurisdiction Number: Climate Zone: Central I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. TinVother SHGC - double pane 8. Floor pes a. Sla n-Grade Edge Insulation b. Rmsed Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Une. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 5 _ b. N/A Yes _ 2284 ft2 c. N/A 259. 0 ft2 _ 13. Heating systems 0. 0 ft2 _ a. Electric Heat Pump 0. 0 ft2 _ 0. 0 112 b. N/A R= 0.0, 161.0(p) ft _ c. N/A R= 11.0, 320.Oft2 _ 14. Hot water systems a. Electric Resistance R= 3.0, 835.0 ft2 _ R= 11.0, 876.0 ft2 _ b. N/A R= 1 1.0, 330.0 ft2 _ c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 19.0, 1809.0 ft2 _ 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizonc cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.11 Total as -built points: 33145 PASS Totalbasepoints: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 03 -.Oz hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. 3efore construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. 13UILDING OFFICIAL: DATE: EnergyGauge® ( Version: FLRCSB Q.2) Cap: 48.0 kBtu/hr SEER: 12.00 _ Cap: 48.0 kBtu/hr HSPF: 7.90 Cap: 50.0 gallons' EF: 0.86 PT, OP p4'(HE STgl,O. n am a d f 42_ o FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , 11 PERMIT #: BASE 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 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Pffformance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As. -Built Points: 10225.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugelm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Port-1ts Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 88994 4233 12820 36048 15199 4828 13118 33145 P A%'.':")* S EnergyGauge'" DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building PE!rformance 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 wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame flcars 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. 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 NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or Dearly 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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT' DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (fie) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N%A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e.-N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 5 _ b. N/A Yes _ 2284 fl2 c. N/A 259.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 161.0(p) ft _ c. N/A R=11.0, 320.0fl2 _ 14. Hot water systems a. Electric Resistance R=3.0, 835.0 ft2 R=1 1.0, 876.0 ft2 _ b. N/A R=1 1.0, 330.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1809.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ Date: I f; Jn Address of New Home: 310 GLpQ t.E Gt - City/FL. Cap: 48.0 kBtu/hr _ SEER:12.00 _ Cap: 48.0 kBtu/hr HSPF: 7.90 Cap: 50.0 gallons _ EF: 0.86 PT, y OF'CHE STq o NOTE: The homes estimated energy petforntance score is only available through the FLARES contputer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"designation), your home may qualify for energy efficiency mortgage (EEA4) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wwtvfsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSI3 v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY 1• Entire House DEL AIR HEATING,AIR C:ONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: DR HORTON--MODEL 2289 Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2284 2284 Volume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrpghtsoft Right -Suite Residerniall"5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCA E:1Files\DR HORTON 20021228912289.rsr Page1 RIGHT-J CALCULATION PROCEDURES A, B, C, D 1 Entire House DEL AIR HEATING,AIR C:ONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x 219 cfm x 32 °F Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 °F Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. " z '125 cfm = 3692 Btuh r1VGCUU1r LJ - CgUIP111C11L 714111U L-Vaua 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 "F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grllb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Soldrlalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoff Right -Suite Residential*" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACC% E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin to. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 fill heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I Clg W) Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 999 160 72 112 Exposed b 12C 2.9 1.9 971 0 0 •• 0 walls and c 13C 3.2 1.2 330 0 56 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 1 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183 glass doors b 8C 37.0 53 1959 G 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0•"' 0 0 e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0- 0 0 0 Cooling ENV 56.8 210 11919 7 381 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net _ a -14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 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 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 297 7712 2479 7 182 58 0 01 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 3302 10°/ 166 10% 92 10°/ 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People @ 300 7 2100 0 0 0 0 1 300 Appl. @ 1200 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 27691 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10% 2769 10°/ 75 10°/ 21 10°/ 247 19 Total RSH gain=(17+18)•PLF 1.00 30460 1.00 830 1.00 235 1.00 2720 20 Air required (cfm) 1600 1600 811 44 1 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g F tttsof t Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCA, E:%FileslDR HORTON 20021228912289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANVAL J: tin td. 1 Name of room UTIL 1/2 13TH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 It 31.0 It 9.0 It 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 It 17.0 x 16.0 ft 10.0 x 20.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 h heat/cool 9.0 ft heat/cool 9.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg h') Hig Clg 5 Gross a 14B 4.6 2.1 0 0 311 81 Exposed b 12C 2.9 1.9 0 l 0 0 walls and c 13C 3.2 1.2 72 40 0 0 partitions d 0.0 0.0 0 I 0 0 e 0.0 0.0 0 I 0 0 f0.0 0.0 0 I 0 0 6 Windows and a 1C 37.0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 C1 0 53 1959 0 0 Heating c 9C 38.7 0 0 1 0 0 0 0 0 d 0.0 0 0 C. 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 0 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 fI 0.0 0.0 01 0 0 0 0 0 0 0 01 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 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 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 0 0 0 18 467 150 53 13761 442 10 260 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 46 10°/ 106 10°/ 581 10°/ 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 4 1200 0 0 Appl. @ 1200 1 600 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 684 426 5685 2101 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 68 10% 43 10°/ 568 10°/ 210 19 Total RSH gain=(17+18)'PLF 1.00 753 1.00 469 1.00 6253 1.00 2311 20 Air required (cfm) 22 40 52 25 281 328 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrraghtsoft Right -Suite Residential'" 5.0.64 RSR26016 2002-Mar-01 08:28:50 CC', E:3Files\DR HORTON 2002t228932289.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONC)ITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin to. 1 Name of room DIN/LIV/FOY BR:: BR3 HALL BTH 2 Length of exposed wall 57.0 It 31.5 ft 23.5 ft 5.5 ft 3 Room dimensions 20.0 x 19.0 ft 120 x 16.0 fl 12.0 x 15.0 It 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft°) Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 263 0 0 0 Exposed b 12C 2.9 1.9 63 252 188 44 walls and c 13C 3.2 1.2 162 0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 77 2846 1fi 591 16 591 0 0 glass doors b 8C 37.0 0 0 I) 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0•"' 0 0 d 0.0 0 0- 0 0 0 0 0 0 e 0.0 0 0 1 0 0 0 0 0 f 0.0 0 0 I 0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 C 0 0 0 0 0 Cooling ENV 56.8 54 3433 1E 870 16 870 0 0 SE/SW 0.0 0 0 1 0 0 0 0 0 South 30.4 7 224 C 0 0 0 0 0 Horz 0.0 0 0 C. 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 1 1 A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 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 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 97 2519 810 16 415 134 161415 134 0 0 0 13 Subtotal loss=6+8..+11+12 9473 2012 1807 310 Less extemal heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 947 10% 201 10% 181 10% 31 15 Total loss = 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 6927 1890 1739 326 Less extemal cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 693 10°/ 189 10°/ 174 10°/ 33 19 Total RSH gain=(17+18)'PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 1201 Air required (cfm) 459 400 98 109 88 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoTt Right -Suite Residernial" 5.0.64 RSR26016 2002-Mar-01 08:28:50 E:1FileslDR HORTON 2002\228912289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7lh Ed. 1 Name of room LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 It 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 It 4 Ceiings Condit. Option 8.0 fl heal/cool 8.0 it heal/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 Exposed b 12C 2.9 1.9 96 32E walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 C e 0.0 0.0 0 0 If0.0 0.0 0 0 6 Windows and a 1C 37.0 16 591 32 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 d 0.0 0 0•"' 0 0 e 0.0 0 0 0 0 f0.0 0 0 0 0 7 Windows and North 20.4 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Cooling E/W 56.8 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 01 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0- 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 0 Less transfer 0 0 14 Duct loss 1 / 1 1 / 346 15 Total loss = 13+14 1925 3804 16 Int. gains: People @ 300 1 300 0 0 Appl. @ 1200 0 0 0 0 17 Subtot RSH g3in=7+8..+12+16 1423 3049 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 10°/ 142 10°/ 305 19 Total RSH gain=(17+18)'PLF 1.00 1565 1.00 3353 20 Air required (cfm) 85 82 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residemial"S.0.64 RSR26016 2002-Mar-01 08:28:50 ACC-k E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR C:ONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R M B1-H a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WI(. MBIR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIIL 1 /2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n S a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n S a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2: a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/E;R5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 wrjghtsoft Right -Suite Residential" 5.034 RSR26016 2002-Mar-01 08:28:50 4CCP. E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 MEE VWDS !0.° tOf tIDN 1. w 145. W h d-tCop WASrEltr 12.6 I.cd INS N B.+ Lcd ' o a 1 I j1 10 Ij B+ 1•ctl 23 0 O uum. drys duct lu j I to roof Cop 42X42 A/C SLAB BY BLDR MIN 3' both duct 6• Y N " t 2' FROM WALL vr.1- aaoa vb GA14GEAJ m 11 lM O 1.0. RJl YON a — * Oul O rtl. a 12.12 1•cd730 stele1/B'•1'0' w r both duct SO rpp! cap — p E7TCR[r rnto m 1 on 10.6 lgd OI20 4.0 TGN V/10KV Q2+0v IPH 10 IB.16 pan Olotforn by Ili Ns. --- old, 10' B•O4MGROOM l0. 16• I+.0 1•cd 7• 6' 6• S' 200 4. 16• ohs. UTWGROOM ra7m I+.B 1•cd200 nTw CA sYfG nN3r -S=• 16' 1 z l] O 0 0 o 00 cuC4 0 0i CuJ Ra ting Zo } i p m c > Z w 3: M11 MiTek' January 22, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314627 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 : I2177515 thru I2177546. Total : 32 drawings. Job :DR2289Aor-Z Builder D. R. HORTON Location :BAKERS CROSSING, LOT 4 County :ORANGE 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: 1) 32 Truss drawing. 2) Truss Index. January 22, 2003 Junaidie-Budiman, PE The seal on these drawings indicate acceptance oilprofessional 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 DR1965F Trusses included=21 0,"\DR1965F\a.tre" 13634707 1,"\0R1965F\a1l.tre" 13634708 2,"\0R1965F\a13.tre" 13634709 3,"\DR1965F\a15.tre" 13634710 4,"\DR1965F\a17.tre" 13634711 5,"\DR1965F\a19.tre" 13634712 6,"\DR1965F\a2.tre" 13634713 7,"\DR1965F\a7.tre" 13634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1.tre" 13634716 10,"\DR1965F\ag2.tre" 13634717 1 VOR1965F\b.tre" 1 3634718 12,"\DR1965F\bg.tre" 13634719 13,"\DR1965F\cg.tre" 13634720 14,"\DR1965F\ Are" 1 3634721 15,"\DR1965F\ l.tre" 1 3634722 16,"\DR1965F\k.tre" 13634723 17,"\DR1965F\1Are" 13634724 18,"\DR1965F\m.tre" 13634725 19,"\DR1965F\s.tre" 13634726 20,"\DR1965F\s1.tre" 13634727 t : No. 4.5161 0"=; 4TATE OF t 0R10''/o August 7, 2002 A WARMNO - Ver{ fy dead yn 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 tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipotatlon of component Is responsibility of building designer - not truss designer. Bracing shown Is dot lateral support of Individual web members only. Additional ternpoiaiy bracing to Insure stability during construction Is the responsibility of the etectot. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, dellvefy, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. $83 D'Onofilo Drive, Madison, We 53719. stints M 16 MiTeko symbds Humbeftg sysftm 10(gnerd sav(Wy Haas PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. JSoWEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz G , ; ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of c O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at length(+ 6" fromcapanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 MRek/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 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. 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 INHMRO,AfR® a Job I russ I russ I ype JUNAIDIE BUDIMAN PE 445161 ty y DR2289A A 16472 Segovia Cir. N. ROOF TRUSS 3 1 12177515 Pembroke Pines, FI 33331-4627. optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries,Inc.— s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 6-1-4 11-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale 1:41.7 4x6 = 4 6.00 F1 F 2x4 \\ 2x4 53 8 2 b1 1 d 3x4 = B 7 3x4 - 3x4 - 5x6 = 7-11-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 105 Ib LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 6.10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Harz 2 = 198(load case 4) Max Uplift 6=-587(load case 5), 2=-681(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 = 1510, 7-8 = 1035, 6-7 = 1509 WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof ;:one on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AN;;195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard •`D1E 13 fj No. 4 5161 0: * t 0 :• STATE OF •: oRtoa,, March 13,2002 VerW design pawmeters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. eiiintenii eWARNING Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and bis loadedvertically. Applicability of design parameters and proper Incorporation of component responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsiblllty of the erector. Additional permanent bracing of the overall structure h the re::ponslblilfy of the building designer. For general guidance regarding fabrication, qualify control storage. delivery, erection and bracing, consult OST-BE Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute. 583 D'Onoftb Drive. Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *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.. TOP CHORDS 2. Cut members to bear tightly against each 4 C7 G other. WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o o. _ 4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords lacesP at 1/4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V 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-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 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, OAOOOO 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, PANEL TM 6 erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO1B.019 MYDRQ,AIRO Job I russ truss type Qty P y JUNAIDIE BUDIMAN PE #45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33K 1-4627. optional) MiTek Industries, Inc. s ug-Z=01 MiTek Industries, Inc. Wed Mar age 1-0-0, 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 FTT 2x4 = 3 2x4 II 5 8 5x8 = 8 M 2 d1 6 6 3.00 fT7 d x4 5x8 = 3x4 = 9-10-0 19-4-0 23-3-0 231f-0 9-10-0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI CIEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL -0.50 7-8 >457 BCLL • 0.0 Rep Stress Incr YES WB 0.54 Florz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 104 Ib LUMBER • 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D I30T CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2 X 4 SYP No.3 INEBS 2 Rows at 1/3 pts 4-7 REACTIONS (lb/size) 6 = 7/0-3-0, 2 = 957/0-4-0, 7 = 1293/0-4-0 Max Horz 2= 198(load case 4) Max Uplift6 = -97(load case 6), 2=-569(load case 4), 7=-700(load case 5) Max Grav 6 = 1 11(load case 7), 2=957(load case 1), 7 = 1293(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =16, 2-3=-2259, 3-4 = -1612, 4-5 = 394, 5-6 = 363 BOT CHORD 2-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds ar. 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof ::one on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/AN5195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.`Di uQ LOADCASE(S) Standard •.`Q1 1FrQLJ,9U,/l No. 4.5161 r0STATEOF cuss/ 40 R 00 r` Q MO• March 13,2002 A WARMNG - VerW design parameter* and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid lot use only with Mfiek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vedlcally. Applicability of design paiameters and proper Incorpotatlon of component Is tesponslblllty of building designer - not truss deslgnet. Bracing shown Is lot loteral support of Individual web members only. Additional temporary btacing to insure stability duting construction Is the tesponslblllly of the elector. Additional permanent btacing of the ovelaU stluctute is the tosponslbUlty of the building designet. For general guidance tegarding tabrloatlon, quality control stotoge, delivery, erectlon and bracing, consulf CST•88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Instolllna and Bracing Recommendation available Isom Truss Plate institute, 583 D'Onoftlo DtNe, Madison, W 15371 C. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property V/. *Center plate on joint unless Damage or Personal Injury 117-11 dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. a: WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates 1/a" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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-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 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. 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 ofBEARING 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 R0,41R0 Job I rusS truss type JUNAIDIE BUDIMAN PE P45161 ty y 12177517 DR2289A A11 16472 Segovia Cir. N. ROOF TRUSS 1 1 Pembroke Pines, FI 33331-4627. optional) FE,-MiTek Industries, Inc. s Aug 20 20)l MiTek Industries, Inc. Wed Mar age r1-0-0, 5-9-4 11-0-0 17-6-13 23-4-0412-4-1 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale 1:42.3 4x6 = 4x6 = 4 5 6.00 FiT 3x6 i 3x8 O 3 6 7 2 6 i Id 3x6 = 11 10 9 8 3x6 = 2x4 II 3x4 := 5x6 = 2x4 II 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 5-9-4 5-2-12 1.4-1 5-2-12 5-9-3 Plate Offsets 1 3, LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udell PLATES GRIP TCLL • 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Udell = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1079/0-4-0, 2 = 1 175/0-4-0 Max Horz 2 = 189(load case 4) Max Uplift7=-58011oad case 5), 2=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3.4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 = 1639, 10-1 1 = 1639, 9-10 = 1139, 8-9 = 1653, 7-8 = 1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AN3195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSIfTPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 1 13DaE LOAD CASEIS) Standard ` ".••'• I k FI No. 45161 b ,t 1'ATl E OF March 13,2002 A WARNING - Ver(jy design parameters clad READ NOTES ON TJM AND REMM,' SIDE BEFORE USE. Design valid for use only with MITek connectors. this design b based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppBcoblllfy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility 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, dellvery, erection and bracing, consult OST-&1 Quality Standard, DSB-BC Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendgtksn available from Truss Plate Institute. 583 D'Onohlo Drlve. Madison, WI53719. M iTek® symb s Humbwhg sy0em tgenwa0 sav(Wy daces PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each 7 C7 " other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ,; , ; ¢ joint and embed fully. Avoid knots and wane plates I/B" from outside edge of o_ o. ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" from ce c, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB 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-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, 0010 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, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 HMRO,AIR0 Job 1 russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177518 DR2289A A1A ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0, 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale 1:42. 4x8 II 4 6.00 Ff7 2x4 = 3 2x4 ll 5 8 5x8 -00 8 2 d1 dd 3.00 FTY 6 7x60 5x 8 - 3x4 - 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL , 0.0 Rep Stress Incr YES WB 0.82 liorz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 Ist LC LL Min I/defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4.7 REACTIONS (lb/size) 6 = 1081/0-4-0, 2=1172/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 =1585, 6-7 = 1701 WEBS 3-8 =-532, 4-8 = 1533, 4-7 = 173, 5-7 =-356 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 51 This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. Q U LOAD CASE(S) Standard ` . J` `P l F /,• I No. 4.5161 w SITATI E OF ° S/ZORtO NAL March 13,2002 A WARMNO - Ver(fy deeign parameters and READ NOTES ONTB7S AND REVERSE' SLOE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon patameter:s shown, and is tot an individual building component to be Installed and loaded vettbally• Applicability of design parametets and ptopei Incotporatbn of component is tesponslblllty of building designer - not truss designet. Bracing shown is for lateral support of Individual web members only. Additional temporaty bracing to Insure stability dutdng consttuctbn is the tesponslblilly of the etectoi. Additional permanent btbcdng of the oveta8 structure is the t.nponslblilty of the building designer. Foi general guidance tegatding fabrication. quality control, stotoge, dellvety, etectbn and bracing, consult OST-911 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ad HandlingInstalllnqandBracingRecmmenatlonavailableom Truss Plate Institute, 583 D'On DItb Drlve, Madison, W153719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1/. *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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u Q other. WEBS J5 cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o_ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I/4 length(+ 6" from C, u at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slats 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY 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 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, 4e 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FOR MOI B4OI V CLANG -MAIL ® HYDRO -AIR ® 1 Job I russ truss type JUNAIDIE BUDIMAN PE #45161 ty y 12177519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331.4627. optional) MiTek Industries, Inc. s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 6-2-12 11-8-0 15-6-4 19-8-0 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale - 1:36. 4x6 - 4 3x4 5 6.00 rTT 2x4 = 3 2x4 II 6 9 x6 = 8 2 3x4 zz b 1 3.00 rr2- 3x4 3x4 zz 9-10-0 14-7-4 19-8-0 i 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL - 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 ;t LC LL Min I/defl = 360 Weight: 98 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.213 EIOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case 4) Max Uplift 2 = -597(load case 4), 7=-469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9=2224, 8-9=1093, 7-8=977 WEBS 3-9 =-558, 4-9 = 1175, 4-8 =-106, 5-8 = 168, 5-7 =-1343 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 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 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI1TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. Dr pU4 LOAD CASE(S) Standard iPie., j No. 4 5161 ,k STATE OF A% •` OR o rati March 13,2002 AWARMNO -Verify design parameters and READ NOTES ONTEM AND REVERSE SWE BEFORE USE. 0 Design valid for use only with Weft connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded venially. Applicability of design parameters and proper tncotporatlon of component is tesponslblifty of building designer - not puss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction Is the tesponsibility of the erector. Additional permanent bracing of the overall stfuctute is the ie:ponslbBlty of the building deslgnet. Foi general guidance regarding fobtloatlon, quality control, storage, dellveiy, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spoctflcaflon, and HIB-91 Handling Installlnq nandBracingRocammondatlaavailable from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI 53719. M iTek® symbols HumbevMg SY08M Aseeflwd sagew Haas PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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 other. WEBS JS a: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/B" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 panel length(+ 6" from adjacent joint.) ce C, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 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 MtTek/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 ofBEARING 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, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 w HYDRO,AFR@ Job I russ truss type JUNAIDIE BUDIMAN PE 9.45161 Qty Ply 16472 Segovia Cir. N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 :3 s ug-2D-70M MiTek Industries, Inc. Wed Mar age 1-0-0, 3-9-4 7-0-0 11-8-0 16-4-1 19-6-13 23-4-0 r- 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:42.1 5x8 - 2x4 II 5x8 = 4 5 6 8.00 V2x4 2x4 i 3 7 8 2 d1 d 3x8 - tt 10 9 3x8 = 3x4 - !ix8 - 3x4 - 7-0-0 11-8-0 16-4-1 23-4-0 7-0-0 4-8-0 4-8-0 6-11-15 Plate Offsets -1 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 *Except* '.-OP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3.11-14 oc bracing. BOT CHORD 2 X 4 SYP No.20 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2193/0-4-0, 2=2284/0-4-0 Max Horz 2 = 135(load case 4) Max Uplift8 = -1281 (load case 4), 2=-1487(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-,1056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6 Special hanger(s) load(s) 602.71b down 724.81b 16-4-1, or connectiond s) required to support concentrated and up at and t 603. 21b down and 725.01b up at 7-0-0 on bottom chord. Design for connection(s) is delegated to the % unspecifiedbuilding designer. _` ''••, 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ' -i. 4(,P LOAD CASEISI Standard * No. 451Fly 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 O•;• STATE OF r ConcentratedLoads (lb) Vert: 11 = -603.2 9 = -602.7 ' R •` r. we March 13,2002 AWARMNO - VerVy design parartseters 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 for an Individual building component to be Installed and loaded vertically. Applicablltty of design parameters and proper Incorporation Df 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 tesponsibllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, cluaAfy control, storage, detivety, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-71 k® HandlingInstailinaandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onufrlo Drive, Madison, WI53719. M iTe 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each a c other, o WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o a V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 1/4 length(+ 6" from06panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 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, 400" 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. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 auua'wu ® #fMRO,AIR 1 Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177521 DR2289A A9 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4ri27. 1 1 optional) s Jan 2 2002 mi rek Industries, Inc. Tue Mar age 1-0-0 4-9-4 9-0-0 14-t-1 18-6-13 23-" 1.0.0 4-9-4 4-2-12 5.4-1 4-2-12 4-9-3 Scale = 1:41.7 Us = 4x8 = 4 5 6.00 12 2x4 2x4 i 3 6 b e 7 2 yg 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-0-0 144-1 23-" 9-0-0 5-4.1 8-11-15 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DE.FL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Hcrz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 list LC ILL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 163(load case 4) Max Uplift 7 = -556(load case 5), 2=-720(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-17;2 BOT CHORD 2-9 = 1568, 8-9 = 1295, 7-8 = 1567 WEBS 3-9 =-317, 4-9 = 286, 5-9 =0, 5-8 = 285, 6-8 =-316 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 21i ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATEC. LOAD CASE(S) Standard 8c0E No.45161 3n rSTATEOF LA% OFito.'„ oNa. March 13,2002 A WARMNO - VarVy design parameters and READ NOTES ON THIS AND RE VERMIC SIDE BEFORE USE. ainsuse e Design valid for use only with MBek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotpotatbn of component is tesponslblBty of building designer - not truss deslgnet. Bracing shown is lot lateral support of Individual web members only. Additional tomporary btacing to Insure stability duting construction is the tesponslblllfy of the erector. Additional permanent btboing of the overall structure is the tesponslblllfy of the building deslgnet. For general guidance tegatding fabtbatbn, quality control, storage, dellvety, erection and bracing, consult OST-08 Quality Standard, DSB-a9 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 5a3 D'OnoftbCIDMadison. WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1/. *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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c c other. o WEBS J5 Q 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/a" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at length(' 6" fromC, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 MRek/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 Q 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 MiTek® engineer. , 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 NNE ® HMRO,AIR Job russ truss Type JUNAIDIE BUDIMAN PE N4E•161 ty y 12177522 DR2289A AGAB 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) s Jan 2 2002 MiFekIndustries, Inc. Tue Mar age 1-0-0 5-2.4 9.10-0 14-5.12 19-8-0 20$-0 1.0.0 52.4 4-7-12 4-7-12 5-2-4 1-0-0 Scale = 1:37.3 06 = 4 6.00 F12 3 5 2 6 IT 3x4 = 6 3x4 = 5xtt = 9-10.0 19-8-0 9-10-0 9-10-0 Plate Offsets , 24:0-0-0,0-0-01, [25:0-0-0,0-0-01, 126:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 ts- LC LL Min I/defl = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6=1000/0-4-0 Max Horz 2 = 161(load case 4) Max Uplift 2=-587(load case 4), 6=-587(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 =1204, 6-8 =1204 WEBS 3-8 = -360, 4-8 = 531, 5-8 =-360 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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. 51 Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 186) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. •'.DIE LOAD CASE(S) Standard \ ,.•"• •••• G` P 1/+, No. 4 k 4C 0 :• STATE OF AWARMNO - Ver(jy deelyn pasnmeters and READ NOTES ONTB7S AND REVERSE SIDE BEFORE USE. 0 Design valid lot use only with MITek connectors. This design Is based only upon parameter:, shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design porametets and proper Incorporation of component Is tesponslblilty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web membets only. AddIllonal tempotaty biocing to Insure stability during constiuctlon Is the tesponsibility of the erector. Additional permanent bibcing of the overall structure Is the tesponslblllty of the building designer. For general guidance regarding fabrication, quality conitol, storage, dellvety, election and bracing, consult QST-Bt- Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; , Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of o a tes at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from Ca panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 SIZE 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 an 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, , 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 9 HYDRU AIR job I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331.4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 4-2DT__7,R1 s Aug 20 2001 MiTekIndustries,- Inc. Wed Mar age 1-0-Q 6-10-8 13-5.8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5.8 jo 7 3x4= Scale = 1:56.7 6.00FTF 11 whvedge 6 5x6 4 5 5x6 O 4 8 2x4 II 3 9 3x8 v 3.00 FTTOi:,U4,, A2 10 1 5x6 4x6 11 6-10-8 13-5-3 20-4-0 6-10-8 6-7-0 6-10-8 Plate Offsets 1 4: c e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL * 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 HOrz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 1 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. SOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 1NEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (lb/size) 6 = 988/0-3-8, 2 = 1030/0-8-0 Max Horz 2=8530oad case 4) Max Uplift 6 = -826(load case 4), 2=-465(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 6-5) 11 This truss has been designed for the wind loads generated by 120 mph winds at: 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/AN;i195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap inside 17betweenoftopchordbearingandfirstdiagonalorverticalwebshallnotexceed0.500in. t 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. \Dt dy" LOAD CASE(S) Standard•C%` Q I IC" l.' t No. 45161 STATE of s OR 1.." March 13,2002 AwwRNING - verbfy design parameterts and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and propel Incorporation of component Is iesponslbillty 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 brbcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality controt storage, delivery, erection and bracing, consult OST-8E Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling InstalllnandaBracing Recommendation available from Truss Plate Institute. 683 D'Onc,ftla Drlve. Madison, WI63719. M iTe k® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/. * Center plate on joint unless Damage or Personal Injury 17-1 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each a c other. o WEBSNJ3. 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 I/e" from outside edge of a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(* 6" fromCZC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 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 MfTek/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 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. 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 materiels. 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, 61® PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMOI B.O1 V G- L O HMRD,AIR ® Job I russ truss type ty y JUNAIDIE BUDIMAN PE p45161 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. 16 1 Pembroke Pines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 ErRT`s—Xu-g`-10M01r e n ustries, nc. Wed Mar age 1-0-Q 5-7-13 11-0.3 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 5x8 G 7 3x4= Scale = 1:45.7 11/ w/wedge 6 6.00 jT2- 2x4 II 5 5x8 i co 8 2x4 II 3 9 CS 3x8 3.00 rff 2 10 1 5x6 3x4 i 4x6 II 5-7-13 1 1-0-:3 16-8-0 5-7-13 5-4-5 5-7-13 Plate Offsets 4: - e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 93 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D DOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 \VEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2.11-12 REACTIONS (lb/size) 6=816/0-3-8, 2=857/0-8-0 Max Horz 2=707(load case 4) Max Uplift6=-681(load case 4), 2=-392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-'10, 7-11 =-10, 6-8=55 BOT CHORD 2-10=1644, 9-10=1641, 8-9=0 WEBS 4-10=110, 4-9 =-687, 5-9 =-399, 6-9 =1327 6-51 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. ` pt G DD5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. t 17 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard I" No. 45161 STATE OF o L March 13,2002 A WARNINo - verVy design pan inmters and READ xoras ON TB73 AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. Ihls design Is based only upon parameters shown, and Is for an Individual building component to be Inslalied 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 bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 M iTe k® Handling Installing and Bracing Rocommendallon available from Truss Plate Institute, 593 D'Onotrb Drive, Madison, WI 53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c3 2. Cut members to bear tightly against each17-71 . other. J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i X L* This o joint and embed fully. Avoid knots and wane at joint locations. plates I/B"from outside edge of a1 u truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 1/4 length(+ 6" fromcaC, C6 panel adjacent joint.) symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTeke FORM018,019 ME TM PANEL CLIP HMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I truss Truss I ype JUNAIDIE BUDIMAN PE N45161 ty y 12177525 OR2289A BB 16472 Segovia Cis. N. ROOF TRUSS Pembroke Pines, FI 33331.4627. 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4_.20T___t'1R1 s Aug 20 2001k Industries, Inc. Wed Mar age 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 - 4 6.00 FTT 3 5 7 5x6 = 6 2 3x4 3x4 3x4 r 3x4 3.00 FfT I 4x6 II 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 V'ert(LL) -0.11 7 >999 M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min Udell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 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 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1125, 6-7 = 1 125 WEBS 4-7=690 6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 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 363 lb uplift at joint 6 and 455 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 1 nt 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. pi41LOADCASE(S) Standard ' •G` P i t ' into. 4.5161 0 STATE OF ty S0'OR A' O /lL March 13,2002 AWARMNO - VerVjy design pananseters and READ NOTES ONTHlS 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. AppllcobBlty 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 brbclno of the overall structure Is the wsponslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-11t Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendatlon avollable Isom Truss Plate Institute. $ea D'Onossla Drive. Madison, Wt 53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property M. *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 11 securely seat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against each cz c other. WEBS J5O\ N\N 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ;,, Q joint and embed fully. Avoid knots and wane plates 1/e" from outside edge of o_ a ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 114 length(+ 6" fromcaC, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 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 MiTek® engineer. , 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 GANG-HNL W 0"RO-AIR Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 16472 Segovia Cir. N. 12177526 DR2289A BBGAB ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) I e Industries, Inc. 4—.2DT--7,R1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale 1:26. 4x6 = 4 2x4 II 2x4 II 6.00 jTY 3 5 7 5x6 = 6 OD 2x4 II 2x4 II DD 2 3x4 3x4 3x4 i 3x4 3.00 FTY 4x6 II 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets -1 , LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.39 VertITU -0.12 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 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 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0.3-0, 2 = 763/0-8-0 Max Horz 2= 130(load case 4) Max Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOTCHORD 2-7=1125,6-7=1125 WEBS 4-7=690 8-71 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANb195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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. pp 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer `9i 8jffQ, should verify capacity of bearing surface.`....... 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and PSIF/Cq; 455 lb uplift at joint 2. i• U. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. t No. 4 5161 LOAD CASE(S) Standard STATE OF S'. ORIOA oNAL March 13,2002 A WARMNO - VerVy design panamstsrs and READ NOTES ON TILTS AND RE VERM 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. Applicability of design parameters and proper Incorporation of component Is responsibility of building designel - not truss designer. Bracing shown Is for loteral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllly of the erector. Additional permanent brbcing of the overall structure Is the rosponslblllty of the building designer. For general guidance regarding tabrkatbn, quality control storage, delivery, erection and bracing, consult OS7-8B Quality Standard, DSB-89 Bracing Specification, and HIO.91 Handling Installing and Bracing Recommendation available fromruTruss Plate Institute- 583 D'Onutrb DrNe, Madison, Wl53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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, propertysecurelyseat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. a 2. Cut members to bear tightly against each u other. cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a L) U , Q O joint and embed fully. Avoid knots and wane at joint locations, plates/a" from outside edge of a ti u truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at length(+ 6" fromC6panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oeoo continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 HMRO,A/R Job I russ truss type JUNAIDIE BUDIMAN PE #4.5161 City P y 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331.4627. optional) LONGWOOD, FL, MiTek Industries, Inc. MiTek Industries, Inc. Wed Mar age 11-0-Q 1 6-8-0 1-0-0 16-8-0 2x4 II scale 1:47.0 10 11 2x4 II 9 2x4 II 6.00 FrT 8 2x4 II 7 2x4 II 6 2x4 II ci 5 2x4 II 5x8 i 4 3 1 2 3x4 - 2x4 II 2x4 II 2x4 II 2x4 11 2x4 II 2x4 II 5x6 = 2x4 II 16-8-0 16-8-0 Plate Offsets 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 VertILL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13 = 185/16-8-0, 12=89/16-8-0, 14=190/16-8-0, 15 = 188/16-8-0, 16 = 187/16-8-0, 17 = 190/16-8-0, 18=178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13 = - 1 50(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case 4), 18=-153(load case 4), 19=-236(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 23, 2-3 = 38, 3-4 =-38, 4-5 = 33, 5-6 = 32, 6-7 = 32, 7-8 = 32, 3-9 = 32, 9-10 = 24, 10-11 =-9, 10-12 =-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 17-61 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) 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" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 13, 69 lb F/ Li'• uplift at joint 12, 162 lb uplift at joint 14, 158 lb uplift at joint 15, 158 lb uplift at joint 16, 160 lb uplift at joint 17, 153•(,Q 'i '•. lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANSIffPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. f N0 45161 bb LOAD CASE(S) Standard 10 : riATE OF S/ioRllo- 0•fAL March 13,2002 WARNING - VirVy design parasnstert and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design is based only upon parametersshown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblllty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duting construction is the tesponslblllty of the erector. Additional permanent bracing of the overall structure is the trnponsibBtty of the building designer. For general guidance tegarding fabrlcatbn, quality control, storage, denveiy, election and bracing, consult CST-U Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, Sfrb B3 D'OnuDrNe, Madison, W 153719. MiTek® tgeflsffd SUVWY Kafts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/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, propertysecurelyseat. All securely J2 J3 J4 owner and all other interested parties.. cHoaos 2. Cut members to bear tightly against each u c other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of U o_ a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I/4 length(+ 6" fromuC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 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-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 512E 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 MiTek® engineer. , 15. Care should be exercised In handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019,019 o-Nay 19 aiopa.AIRO Job I russ truss type JUNAIDIE BUDIMAN PE 945161 ty y 12177528 DR2289A E ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 2 1 optional) ACCU-SPAN-TIA, LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SS Ug01 MmTokn ustries, Inc. Wed Mar age 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19. 4:<8 = 3 6.00 FIT 4 Z 5 lb 1 3x6 = 3x6 = 8N7 8 ZA II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 > 295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 >298 BCLL . 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D --OP 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 REACTIONS (lb/size) 8=517/0-1-8, 6=517/0-1-8 Max Horz 8=-92(load case 5) Max Uplift8 = -400(load case 4), 6=-400(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-171, 3-4=-171, 4-5=33 BOT CHORD 2-8=69, 7-8=69, 6-7=69, 4-6=69 WEBS 3.7=-206 6-5) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds aT. 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof ::one on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AN:>195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICAI-ED. LOAD CASE(S) Standard tE 13 No. 4 5161 * STATE OF 0 % O R I'D.- L March 13,2002 A WARMNO - VerVy design parameters and READ NOTES ON THUS AND REVERSE SLDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameter:; 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 tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure is the nssponslblilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-&I Quality Standard, 056-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'OrnoIrb Drive. Madison, Wt 53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *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.. I TOP CHORDS 2. Cut members to bear tightly against each c a other. o WEBS JS cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 3 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" frompanel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibilityPtY 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 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, 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 MiTek® engineer. , 15. Care should be exercised in handling, PANEL T.. erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,010 NYDRO,A/R0 Job russ truss rype JUNAIDIE BUDIMAN PE J1451(i1 ty 1 y 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-46::7. optional) s Jan 2 2002 mi rek Industries, Inc. Tue Mar 12 age t -1-0-0 4-8-0 94-0 104-0 1-0-0 4-8-0 4-" 1.)-0 Scale = 1:19.3 4x8 = 3 6 00 F12 2x4 20 11 4 2 Li L 5 Ig 20 11 6 20 11 2x4 = 2x4 II 20 = i 4-8-0 t_ 9-4-0 4-8-0 4-8-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 40 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 (lb/size) 2 = 51 1 /0-8-0, 4 = 51 1 /0-8-0 Max Horz 2=-920oad case 5) Max Uplift 2 = -326(load case 4), 4=-326(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 =-424, 3-4 =-424, 4-5 =17 BOT CHORD 2-6 = 372, 4-6 = 372 WEBS 3-6=87 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 IT above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1 .33, and the plate grip increase is 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 withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. IG[Dp.•••7.Q// LOAD CASE(S) Standard No. 4.5161 x' ., STATE OF •'` J o R to., s NAL March 13,2002 A WARNING - Verm 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 for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpotatkn of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional fempototy bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing 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-68 Quality Standard, DSB-89 Bracing Specification, and HIR-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Cnoftio Drive, Madison, W153719. symb s PLATE LOCATION AND ORIENTATION 4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ye" 0 Q O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Humhq ing sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke MYORO,A/R Z CLosnwd s av(My Haft's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job I russ I russ I ype JUNAIDIE BUDIMAN PE p45161 ty P y DR2289A F18 16472 Segovia Cir. N. FLOOR 1 1 12177530 Pembroke Pines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 .r s ug-2D-MM MiTek Industries, Inc. Wed Mar age 3-9-7 7-5-2 11-0-14 14-8-9 18-6-0 3-9-7 3-7-11 3-7-11 3-7-11 3-9-7 Scale: 3/8" = 1 2x4 II 5x6 = 2x4 II 5x8 = 3x4 II 14x6 = 2 3 4 5 6 Uj 11 10 9 8 7 3x4 II 5x8 = 2x4 II 5x6 - 5x6 - 4x6 - 3-9-7 7-5-2 11-0-14 14-8-9 18-6-0 3-9-7 3-7-11 3-7-11 3-7-11 3-9-7 ate OTfsets LOADING (psf) SPACING 2-0-0 CSI UEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 VertILL) -0.39 9-10 > 554 M1120 249/190 TCDL ' 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.54 9-10 >402 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 7 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 480 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D 30T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-12 2 X 6 SYP No.2ND, 1-11 2 X 4 SYP No.2D REACTIONS (lb/size) 12=997/0-6-0, 7=997/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-12=-931, 1-2=-2703, 2-3=-2703, 3-4=-4137, 4-5=-4137, 5-6=-265, 6-7=-215 BOT CHORD 11-12=274, 10-11 =4130, 9-10=4137, 8-9=2766, 7-8=2766 WEBS 1-11 =2531, 2-11 =-303, 3-11=-1489, 3-10=49, 4-9=-364, 5-9:=1426, 5-8=-10, 5-7=-2601 15-4) 1) This truss has been checked for unbalanced loading conditions. 2 Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XVIE 13U4 j No. 4 5161 t I*V y 0 : STATE OF 0 0RI'D ss QNAL March 13,2002 WARNING - Ver(%y design parameters and READ NOTES ON THIS AND REVEMT SIDE BEFORE USE. eiiieriiiiiiee Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and b 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 tomporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent briscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consult OST-ae Quality Standard, 0SB-89 Bracing Specification. and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Orrofrio Drive, Madison. W 153719. M iTek® SG(Snwd sacy Haft's PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. r TOP CHORDS 2. Cut members to bear tightly against each cz c other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(' 6" from ca c, c6 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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-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 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 MiTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019'+ HYDRO -AIR Job ruSS truss type JUNAIDIE BUDIMAN PE #45161 ty y 12177531 DR2289A F19 16472 Segovia Cir. N. FLOOR 9 1 Pembroke Pines, FI 33331.4627. optional) MiTek Industries, Inc. s ug-2b-2001 MiTek Industries, Inc. Wed Mar age 3-11-10 7-9-9 _ 11-7-7 15-5-6 19-5-0 3-11-10 3-9-14 3-9-14 3-9-14 3-11-10 Scale 1:33.3 2x4 II 5x6 = 2x4 II 5x8 = 3x4 II 1 5x6 - 2 3 4 5 6 17101 11 10 9 8 7 3x4 II 6x8 = 2x4 II 5x6 = 5x6 = 4x6 = 3-11-10 7-9-9 11-7-7 15-5-6 19-5-0 3-1 1-10 3-9-14 3-9-14 3-9-14 3-1 1-10 PTate sets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(ILL) -0.46 9-10 >491 M1120 249/190 TCDL ' 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.64 9-10 >357 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 7 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 480 Weight: 87 Ib LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D -FOP CHORD Sheathed or 2-8-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D 130T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-12 2 X 6 SYP No.2ND, 6-7 2 X 6 SYP No.2ND 1-11 2 X 4 SYP No.2D, 5-7 2 X 4 SYP No.213 REACTIONS (lb/size) 12=1043/0-6-0, 7=1043/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-12=-975, 1-2=-2973, 2-3=-2973, 3-4=-4525, 4-5=-4525, 5-6=-287, 6-7=-224 BOT CHORD 11-12=299, 10-11 =4518, 9-10=4525, 8-9=2999, 7-8=2999 WEBS 1-11 =2775, 2-11 =-322, 3-11=-1606, 3-10=47, 4-9=-386, 5-9-1581, 5-8=-3, 5-7=-2815 4-3) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASES) Standard 01113UQ t No. 45161 STATE OF r w O Rt toa I.r MM oNaL March 13,2002 AWARMNO - VarVy design pararrsetere and READ NOTES ON TIUS AND REVERSIS SIDE BEPORE USE. sowwone® Design valid for use only with Mliek connectors. this design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component b responsibility of building designer - not truss Eldesigner. Bracing shown Is lateral support of Individual web members only. Additional tgmpotmy bracing to Insure stability during construction is the responsibility of the erector. Additional permanent briscing of the overdo structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deoveiy, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and NIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute. 583 D'Orrofrlo Drive- Madison, Wi 53719. M iTek® 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 F TOP CHORDS 73 2, Cut members to bear tightly against each cu other. JS Q WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Qa ' ; joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 1/4 length(* 6" from cu C6 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 MlTek/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 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 it. 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, ILI PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO16,01 V HYDRO -AIR Job I russ I russ I ype JUNAIDIE BUDIMAN PE N451(il ty y 12177532 DR2289A F23 FLOOR 16472 Segovia Cir. N. 10 1 Pembroke Pines, FI 33331-46::7. optional) MiTek Industries, Inc. 4.201 EAT-s-K5-g-MM01I e n ustries, Inc. Wed Mar age 2-8-2 5-2-8 7-8-15 10-3-5 12-9-11 15-4-1 17-10-8 20-4-14 23-1-0 2-8-2 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-8-2 Scale = 1:39.9 5x6 = 2x4 II 4x8 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 5x8 = 2x4 II 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 2x4 II 5x8 = 2x4 II 4x8 = 2x4 II 4x6 = 5x6 = 5x8 = 2x4 II 4x6 = 2-8-2 5-2-8 7-8-15 10-3-5 12-9-11_ 15-4-1 17-10-8 20-4-14 23-1-0 2-8-2 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-8-2 Plate Offsets 1 LOADING (psf) SPACING 1-4-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.55 15.16 >494 M1120 249/190 TCDL ' 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.76 15-16 >359 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 11 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/dell = 480 Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'FOP CHORD Sheathed or 2-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-20 2 X 6 SYP No.2ND REACTIONS (lb/size) 20=833/0-6-0, 11=833/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-20=-777, 1-2=-1698, 2-3=-1698, 3-4=-3929, 4-5=-3929, 5-6=-4390, 6-7=-4390, 7-8=-3090, 8-9=-3090, 9-10=-136, 10-11 =-116 SOT CHORD 19-20=160, 18-19=3067, 17-18=3067, 16-17=4387, 15-16=4390, 14-15=3970, 13-14=3970, 12-13=1759, 11-12=1759 WEBS 1-19=1672, 2-19=-123, 3-19=-1481, 3-18=28, 3-17=932, 4-1;r=-149, 5-17=-499, 5-16=23, 6-15=-166, 7-15=454, 7-14=19, 7-13=-952, 8-13=-167, 9-13=:1439, 9-12=-22, 9-11 =-1755 4-3) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 8U, r. P IFIC;-; No. 4.5161 y lr 9 ; STATE OF ass/'OR oA,C, NAL March 13,2002 A WARNTNO - V@rfrfy design parameters and READ NOTES ON TIUS AND REVERS!: S(DE BEFORE USE. Design valid tot 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 potometets and proper Incorpoiatlon of component is responsibility of building designer - not truss designet. Bracing shown is lot lateral support of Individual web membets only. Additional tempototy bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent brbctng of the overall structure is the r,ssponslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, dellvety, erection and bracing, consull OST-8111 Quality Standard, DSB-89 Bracing Specification, and HIG-91 Handling Installing and Bracing Recommersdatlon available from Truss Plate Institute. $83 D'On3ftlo Drive, Madison, WI $3719. M iTek® Symbds HumbeThg SyOsm Ztesnard S&Wy Hafto PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. 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., 8 TOP CHORDS 2. Cut members to bear tightly against each u a other. o J5 Q 3. Place plates on each face of truss at each oFor4x2orientation, locate QjointX and embed fully. Avoid knots and wane plates 1/a" from outside edge of L) o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 1/4 length(+ 6" frompanel 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 MRek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead toad 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 GL0JYQ-NAfL (V P"RO,AIR0 Job I russ truss type JUNAIDIE BUDIMAN PE #451ri1 ty y DR2289A F23A FLOOR 16472 Segovia Cit. N. 5 1 12177533 Pembroke Pines, FI 33331-46:'.7. optional) MiTek Industries, Inc. 4.201 Ss ug I e n ustrles, Inc. Wed Mar age 2-8-2 5-2-8 7-8-15 10-3-5 12-9-11 15-4-1 17-10-8 20-4-14 22-11-0 23;1-0 2-8-2 2-6-6 2-6-6 2-6.6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-2 0-2-0 Scale - 1:39.6 5x6 = 2x4 II 4x8 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 5x8 = 2x4 II 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1 2x4 II 5x8 = 2x4 II 4x8 = 2x4 II 4x6 = 5x6 = 5x8 = 2x4 II 4x6 = 2-8-2 5-2-8 7-8-15 10-3-5 12-9-11 15-4-1 17-10-8 20-4-14 22-11-0 23;j-0 2 2 266 266 266 Wiz-,- 8 266 26, 26w 2-'"_0 Plate sets LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.54 15-16 > 505 M1120 249/190 TCDL ' 10.0 Lumber Increase 1.00 BC 0.86 V3rt(TL) -0.74 15-16 >367 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.10 11 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 480 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D E;OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-20 2 X 6 SYP No.2ND, 10-11 2 X 4 SYP No.2D REACTIONS (lb/size) 20=827/0-6-0, 11=827/0-1-8 FORCES (lb) - First Load Case Only TOP CHORD 1-20=-771, 1-2=-1684, 2-3=-1684, 3-4=-3887, 4-5=-3887, 5-6=-4325, 6-7=-4325, 7-8=-2988, 8-9=-2988, 9-10=-127, 10-11 =-109 BOT CHORD 19-20=159, 18-19=3038, 17-18=3038, 16-17=4323, 15-16=4325, 14-15=3882, 13-14=3882, 12-13=1650, 11-12=1650 WEBS 1-19=1658, 2-19=-124, 3-19=-1464, 3-18=27, 3-17=918, 4-17=-151, 5-17=-475, 5-16=18, 6-15=-170, 7-15=479, 7-14=17, 7-13=-967, 8-13=-167, 9-13= 1447, 9-12=-19, 9-11 =-1663 5-4) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1 1 . 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 0113 Fi4' j N0. 4-5161 ' w - 0 :rT'ATE OF e c SS y 0 R l..A-f'S s' ANAL March 13,2002 AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connector. This design is based only upon parameten shown, and Is tot an Individual building component to be Installed and loaded vertically. Appllaablllty of design parameters and propel Incorporation of component is responsibility of building designer - not truss designet. 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 biDcing of the overall structure is the t•ssponsiblllty of the building designer. For general guidance regarding fabrication. quality control storage, delivery, election and bracing, consult QST-811 Quality Standard, DSB-89 Bracing Specification, and HIR-91 M iTek® Handling Installlna and Bracing RecommendationPlavailablefrom Truss ate Institute, 693 D'Onofrlo Drive, Madison, WI63719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injury 17-1 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, propertysecurelyseat. 1/81, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2• Cut members to bear tightly against each c2 c3 other. J5Qo 3. Place plates on each face of truss at each iFor4x2orientation, locate jointX and embed fully. Avoid knots and wane plates I/a" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at 1/4 length(' 6" frompanel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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, oeoo 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019- MYDRD,ANRO Job I russ I russ I ype JUNAIDIE BUDIMAN PE H45161 ty P y DR2289A FF19 16472 Segovia Cit. N. FLOOR 1 2 12177534 Pembroke Pines, FI 33331.4627. optional) MiTek Industries, Inc. 4.201 STFT s ug`-2D-M01 MiTek Industries, Inc. Wed Mar age 3-11-10 7-9-9 _ 11-7- 15-5-6 19-5-0 3-11-10 3-9-14 3-9-1& 3-9-14 3-11-10 Scale - 1:33. 7x8 = 5x6 = 4x6 = 2x4 II 4x8 = 3x4 II 1 2 3 4 5 6 11 10 9 8 3x4 II 7x8 = 2x4 II 5x6 = 2x4 II 4x6 = 3-11-1.0 7-9-9 11-7-7 15-5-6 19-5-0 3-1 1-10 3-9-14 3-9-14 3-9-14 3-1 1-10 Plate sets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.39 9-10 >581 M1120 249/190 TCDL • 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.54 9-10 >422 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.07 7 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 480 Weight: 172 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 oc purlins, except end verticals. 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 *Except* 1-12 2 X 6 SYP No.2ND REACTIONS (lb/size) 12 = 1658/0-6-0, 7 = 1658/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1.12=-1441, 1-2=-4734, 2-3=-4734, 3-4=-7243, 4-5=-7189, 5-6=-468, 6-7=-260 BOT CHORD 1 1-12 = 504, 10-1 1 = 7243, 9-10 = 7243, 8-9 = 4810, 7-8 = 4810 WEBS 1-11 =4390, 2-11 =-298, 3-11=-2601, 3-10=296, 4-9=-389, 5-9=2473, 5-8=198, 5-7=-4500 5-41 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follo'Ns: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase = 1.00, Plate Increase = 1.00 ` Di Uniform Loads (pIf) 17 Vert: 1-6=-100.0, 7-12=-74.2 q w' No. 4.5161 y} STATE OF S aNA1e ' March 13,2002 A WARNING - Ver{%y design parameter: and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design b based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. ApplIcablllty of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent biacing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpeclfIcatlon, and HIR-91 M iTek® Handling InstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onufrb Drive, Madison, WI53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 73 2. Cut members to bear tightly against each c2 other. o J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i U y X O joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP 1/4ceC, u o at panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N WWI 0 , HYDRO-AIRO 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, lIIIIIITM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job russ truss type Qty P y JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331.4627. optional) LONGWOOD, FL, MiTek Industries, Inc. MiTek Industries, Inc. Wed Mar age 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2x4 II 5x6 - 2x4 II 4x8 - 2x4 II 5x12 II 1 7x8 - 2 3 4 5 6 7 171 13 12 11 10 9 15 3x6 II 7x8 - 2x4 II 4x6 -: 7x8 - 7x8 - 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate sets` 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 V.;rt(LL) -0.46 10-11 >495 M1120 249/190 TCDL ' 10.0 Lumber Increase 1.00 BC 0.75 V.srt(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 H-)rz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1:;t LC LL Min I/defl = 480 Weight: 102 lb LUMBER ERACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS EDT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 •Except• 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1065/0-6-0, 8 = 1593/0.3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 =-239, 7-9 = 2464 5-4) 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase = 1.00, Plate Increase = 1.00 Uniform Loads (plf) Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads (lb) Vert: 15 = -564.0 4,1 l." No. 4 5161 0': STATE OF ° Fss` 0 RI'Do. OVAL March 13,2002 AWARMNO - Ver(fy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid tot 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 tesponslblilty 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 bracing of the overall structure Is the wsponslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery erection and bracing, consult OST-88 Duality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI53719. M iTek® AsGsnwd sooty "loos PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/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. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each cz c~ other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locatea 0 Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" from ce C, C6 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 MtTek/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 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, T~ PANEL @ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MMRO,A11R0 Job russ I russ I ype JUNAIDIE BUDIMAN PE A45161 ty y DR2289A FG23 16472 Segovia Cir. N. FLOOR 1 1 12177536 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. s ug-=01 MiTek Industries, Inc. Wed Mar age 23-1-0 23-1.0 Scale - 1:38.4 5x6 - 1 2 3 4 5 6 7 8 9 10 11 12 13 h 5x6 = 23-1-1) 23-1 -1) Plate sets' 1 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert ILL) n/a n/a M1120 249/190 TCDL ' 10.0 Lumber Increase 1.00 BC 0.02 Vart(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 14 n/a BCOL 5.0 Code SBC/ANS195 Matrix) ll st LC LL Min I/defl = 480 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D EOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 6 SYP No.2ND *Except* 13-14 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 26 = 51 /23-1-0, 14 = 30/23-1-0, 19 = 143/23-1-0, 25=153/23.1-0, 24=145/23-1-0, 23=147/23-1-0, 22=145/23-1-0, 21 = 151 /23-1-0, 20 = 146/23-1-0, 18 = 148/23-1-0, 17 = 145/23-1-0, 16 = 153/23-1-0, 15 = 107/23-1-0 FORCES (Ib) - First Load Case Only TOP CHORD 1-26=-50, 1-2=-1, 2-3=-1, 3-4=-1, 4-5=-1, 5-6=-1, 6-7=-1, 7-FI=-12, 8-9=-12, 9-10=-12, 10-11 =-12, 11-12=-12, 12-13=-12, 13-14=-22 BOT CHORD 25-26=1, 24-25=1, 23-24=1, 22-23=1, 21-22=1, 20-21=1, 19-20=12, 18-19=12, 17-18=12, 16-17=12, 15-16=12, 14-15=12 WEBS 2-25=-134, 3-24=-133, 4-23=-134, 5-22=-132, 6-21 =-138, 7-21)=-133, 8-19=-129, 9-18=-135, 10-17=-132, 11-16=-139, 12-15=-103 8-7) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 M1120 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. p1 LOAD 'jCASEIS) Standard /U,P 4,'`• l.' No. 4 5161 DCA '; r STATE OF S ONAL• March 13,2002 A&WARMNO - VerVy design parameters and READ NOTES ON TMS AND REVERSE SfDE BEFORE USE. 0 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 boded vertically. Applicability of design parameters and proper Incorporation -sf 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 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 OST-BE Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Banwd sav(Wy Haas PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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 M 2, Cut members to bear tightly against each c7 other. o JS WEBSa:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 ; Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of o a ° at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at /4 panel length(* 6" from adjacent joint.) C, 06 BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in Jt 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. Comber is a non-structural consideration and MRek/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 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, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,O1V O tl HMRO,AIR0 Job I russ truss type JUNAIDIE BUDIMAN PE #45161 City PIY 16472 Segovia Cir. N. 12177537 DR2289A FG23A FLOOR Pembroke Pines, Ft 33331-4627. 1 optional) F[—,MiTek Industries, Inc. s ug'10-70M MiTek Industries, Inc. Wed Mar age 3.11-0 7-8-4 11-5-8 _ 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale 1:39. 5x6 - 2x4 II 5x6 = 2x4 I 4x8 - 2x4 II 4x6 - 1 2 3 4 5 6 7 13 12 11 10 159 8 3x6 II 5x8 = 2x4 II 4x6 = 7x8 = 4x10 = 3x6 II 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate sets' LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 >504 M1120 249/190 TCDL ' 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/deft = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS SLIT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14=1378/0-6.0, 8 = 1859/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5.6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 =-239, 7-9 = 5166 7-61 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as 1`0110'NS: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18.8-0 on bottom chord. pr/^ Design for unspecified connection(s) is delegated to the building designer. `9i r7U47) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. , LOAD CASE(S) Standard :•U ,. 1) Floor: Lumber Increase = 1.00, Plate Increase = 1.00 Uniform Loads (plf) ;• No. 45161Vert: 1-7=-100.0, 8-14=-10.0 iConcentratedLoads (lb) = Vert: 15=-757.0 SYATEOF t ll R111 L March 13,2002 A WARNING - VerVy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. ApplloablBty of design parameters and proper Incorporation Df component is tesponslblBty of building designer - not truss designer. Bracing shown is for loferal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsibllify of the erector. Additional permanent bracing of the Overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, stotage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohlo Drive, Madison, WI 53719. M iTek® 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca c other, o WEBS J5 cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz , ; ; ¢ joint and embed fully. Avoid knots and wane plates/a" from outside edge of4, c) O at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords lacesP at /4 length(* 6" fromC, C6 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 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 MtTek/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 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 MiTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 ono-w.o,IL ® HYDRO -AIR Job I russ I russ I ype JUNAIDIE BUDIMAN PE 1/4r.;161 ty y 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 11PembrokePines, FI 33331-4627. 1 optional) FE,-MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 7-0-0 1-0-0 7-0-0 9 Scale = 1: 19.2 6.00 FYY 2 1 4 2x4 - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI OEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 VertILL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 BCLL • 0.0 Rep Stress Incr YES WB 0.00 HorzITL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb 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. REACTIONS (lb/size) 3 = 242/Mechanical, 2 = 418/0-4-0, 4 = 68/Mechanical Max Horz 2 = 291(load case 5) Max Uplift3 = -305(load case 5), 2=-167(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 01 8/D iP1 N0.451&1 i Ac e STATE OF 0 V o vaL March 13,2002 AwARMNO - v*Wy design paranseters and READ NOTES oNTins AND REHER.,z SIDE BBFORE USE. oonanw® 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 Incorpoiatlon of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing 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-Ba Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrld Drive, Madison, WI53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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, propertysecurelyseat. FE e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz wni other. o WEBSor3. Place plates on each face of truss at each iFor4x2orientation, locate0 Qjoint and embed fully. Avoid knots and wane plates I/a"from outside edge of o a at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords laces length(' 6" from P, o at I/4 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in Jt 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 MiTek® engineer. , 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016,019 HYDRO -AIR ® Job russ I russ I ype JUNAIDIE BUDIMAN PE p45161 ty y 12177539 aR2289A K ROOF TRUSS 16472 Segovia Cir. N. Pines, 3 1 Pembroke FI 33331-4627. optional) FC—,MiTek Industries, nc. 4.201 5R1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:14.9 6.00 2 1 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 lert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 >157 BCLL , 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 18 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D 'rOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2 = 327/0-4-0, 4 = 48/Mechanical Max Horz 2=212(load case 5) Max Uplift 3 = -21 5(load case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICA'rED. LOAD CASE(S) Standard Xp,E BU,p No. 4.5161 STATE OS94. R %R,. ANAL March 13,2002 A WARNING - Verlj/y design pararneter•sr and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertbally. 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 conshuctlon Is the responsibility of the erector. Additional permanent bfbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fobrloatlon, quality control, storage, delivery, election and bracing, consult OST•418 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation avoliable from Truss fate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicate'otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c other. oClWEBS 3. Place plates on each face of truss at each o, For 4 x 2 orientation, locate s ; Qjoint U and embed fully. Avoid knots and wane plates/a" from outside edge of 0 d °IJ5 at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chordsplices at 1/4 length 6' frompanel adjacent oint. BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 Jolnt/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, 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 MiTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. FOR M01 B.01 C Nrvav,Aia a , , Job russ I russ I ype JUNAIDIE BUDIMAN PE 445161 ty y 12177540 DR2289A KA 16472 Segovia Cir. N. ROOF TRUSS 1 1 Pembroke Pines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. s ug 20 2001 MiTekIndustries, Inc. Wed Mar age 5-0-0 5-0-0 2 Scale = 1:14.7 6.00 FTY t 3 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LU n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL , 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1:;t LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D EDT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical Max Horz 1 = 199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANE195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XVE at Q No, 44.5161 ,k 4 0 •. SJTATE OF a 1OFIEss 4-2.. ANAL March 13,2002 A WARNING - Ver[fy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. 0 Design valid lot use only with Mllek connectors. Thisdesign 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 deslgnet - not truss 19! designer. Btacing shown is lot loteral support of Individual web membets only. Additional ternporaty bracing to Insure stability during construction is the tesponsibllity 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 OST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofdo Drive, Madison, Wi 53719. M iTe k® PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless Fr - 711 dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c? c3 a WEBS J5 cc O 0 a O U a u Cy cb 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Uwa MiTeke OM TM PANEL CLIP FORM019,010+L HYDR0,41R A\Gan rd sav(My Haas Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ion russ Iruss type JUNAIDIE BUDIMAN PE A45161 ty y 12177541 DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. s Tug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:9.9 6.00 FTT 2 4 1 2x4 = 3-0-0 3-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (]cc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.12 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL , 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1:3t LC LL Min I/defl = 360 Weight: 11 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-0-0 cc purlins. BOT CHORD 2 X 4 SYP No.2D DOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2 = 133(load case 5) Max Uplift 3=-123(load case 5), 2=-142(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof Zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 Ile uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No. 4.5161 0 : STATE OF 9 March 13,2002 A WARMNO - VerW design paninfeters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid lot 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 Incorpotatlon of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporaty bracing to Insure stability during constructlon is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibiity of the building designer. For genetal guidance regatding fabrication, quality control. storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 frHandlingInstalllnqandBracingRecommendationavailable om Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each u c other. o WEBS J5 a:3. Place plates on each face of truss at eacha*F,or 4 x 2 orientation, locate 3 ; ¢ joint and embed fully. Avoid knots and wane lates/a" from outside edge of 0 o_ a V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" frompanel 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 MRek/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 MiTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM019,019 o-NAfL OfMRO,AIR® Job 1 russ truss type JUNAIDIE BUDIMAN PE N4B161 ty y 12177542 DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 S.Ti-s-A-ug 70 7001 MwTekIndustries, Inc. Wed Mar age 3-0-0 3-0-0 2 scale 1:9.9 6.00 FTT i 3 2x4 = 3-0-0 3-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL • 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1:3t LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 120(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 15-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof None on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/AN;i195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 Ib uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 01113 iFis•;.:* No. 4 5161 V y SPATE OF e March 13,2002 A WARMNG - Verify design parameters and READ NOTES ONTRIS AND REVERSE' SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design b based only upon parameter:: shown, and b 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 responslblllty of the erector. Additional permanent brbcing of the overall structure Is the rosponslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-811 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'OnDfrlo Drive, Madison, WI 53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury 17-1 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, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c: Q other. WEBSNJ5Q3. Place plates on each face of truss at each 0For4x2orientation, locate0 3 , a Qjoint and embed fully. Avoid knots and wane plates/a" from outside edge of d at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at I14 len th 6 frompanel ad acent oint.c 9 (+ 1 joint.) BOTTOM CHORDSThissymbolindicatesthe 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-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, 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 M! Tek® engineer. , 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 01 V H L ® RD,4/R ® i , Job russ truss type ty y JUNAIDIE BUDIMAN PE p4!i161 12177543 DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627• optional) LONGWOOD, FL, I e Industries,Inc. s ug'2D-'7001 MiTelk Industries, Inc. Wed Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.7 6.00 Fff 2 4 1 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(ILL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL , 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 Ill LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2 = 71(load case 4) Max Uplift3=-31(load case 5), 2=-150(Ioad case 4) Max Grav 3 = 31(load case 4), 2 = 173(load case 1), 4 = 10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard INptE Ig(Q No. 4 5161 dSTATEOF March 13,2002 A WARNING - Verjjy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. Thisdesign b based only upon parameters shown, and Isfor an IndNldual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss 19! designer. Bracing shown Is lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility 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 OST-118 Quality Standard, DSB-69 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrla Drive, Madison. WI 53719. M iTek® symbols PLATE LOCATION AND ORIENTATION 1'i4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O FORM018,019 GMAG-watL (9 #"RO,AZR ZtGan(ST(d savety Haft's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP i 4 0 ion russ I russ I ype JUNAIDIE BUDIMAN PE V'-5161 ty y 12177544 DR2289A MA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. s ug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 1-0-0 2 Scale = 1:5.7 6.00 FiT 1 3 2xo = 1-0-0r 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL , 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) tcct LC LL Min I/defl = 360 Weight: 3 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D EDT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0.4-0, 2 = 35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Uplift =-16(load case 5), 2=-45(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 45 Ile uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard Xp,E.13 iFricd,y No. 4.5161 w Y 4C 0':• STATE OF OR oivaL March 13,2002 AwARMNG - VerVy design parameters, and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. iiiiiiiIiiiiiiise Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. AppUcoblllty of design parameters and proper Incorporation of component Is tesponslbllRy of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent btbcing of the overall structure Is the responsiblilty of the building designer. For general guidance regarding fabrication, quality conttol storage, degvety, erection and bracing, consult OST-Ba Quality Standard, DSB•89 Bracing Specification, and NIB-91 Handling Installlnq and Bracing Rs,commondallon available from Truss Plate Institute, 583 D'Onoftlo Drive. Madison, WI5371 V. M iTek® Symbols Numbering System Genevd S(WeV Hafts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the seat. building designer, erection supervisor, property AllsecurelyA 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc c other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 + Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP 1/4uC, u o at panel length(6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 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. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. oe' ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko ' PANEL TM CLIP FORM018,019 00 ® HMRO,A,FR0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ truss type JUNAIDIE BUDIMAN PE 11,15161 ty y 12177545 DR2289A MT MONO TRUSS 1647 Cir. N. 10 1Pembrokegovia34627. optional) MiTek Industries, nc.4.201 SR1 s Aug MiTek Industries, Inc. Wed Mar age 1-0-0 2-6-0 1-0-0 2-6-0 2x4 II Scale = 1:8. 3 6.00 jTY 2 r2x4= 4 1 2x4 II 2-6-0 2-6-0 LOADING (ps)) SPACING 2-0-0 CSI D:EFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vr;rt(TL) 0.00 1 >999 BCLL , 0.0 Rep Stress Incr YES WB 0.00 H-)rz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1;1t LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. 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 REACTIONS (lb/size) 2=191/0-1-8, 4=108/0-1-8 Max Horz 2= 139(load case 4) Max Uplift 2 = - 1 28(load case 4), 4=-94(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSIlTPI 1-1995 anglo to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/rPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICAT:D. LOAD CASE(S) Standard `Di 13 ll ff No, 4.5161 TATE OF :w eqiOR104'/, ss oN ti March 13,2002 AWARNINO - VerVy design Parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. nose Design valid tot use only with MlTek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation .N component Is responsibility at building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional ternporaty bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivety, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specttloatlon, and HIB-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D-Onofrio Drive, Madison, WI53719. symb s PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All 7 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Humbwhg sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke ' O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 Job I russ truss type JUNAIDIE BUDIMAN PE pz•5161 ty y 12177546 DR2289A S ROOF TRUSS 16472 Segovia Cit. N. 2 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 sR1 s Aug 20 2001r e n ustrles, nc. a ar age 1-5-0 5-2-5 9.10-13 1-5-0 5-2-5 4-8-7 4 Scale .2 4.24 rU' 3x4 s 3 2 1 7 6 5 2A II 3x4 = 2A - 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL , 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1:;t LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D E,OT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift 4=-363(load case 5), 2=-283(load case 2), 5=-206(load ease 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-943, 3-4=76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3-7=166, 3-6=-942 6-51 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/fPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard `DtF- 13 ll ff 1) Regular: Lumber Increase = 1.33, Plate Increase=1.33 .,.••1. cvl - Uniform Loads (plf)l%C,q•,- Vert: 1-2 =-74.0 U Trapezoidal Loads (plf) Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=49.5 .• NO 45161 STATE OF w 0R10a• March 13,2002 A WARNING - Verjjy design parameters; and READ NOTES ON THIS AND REVERSE SIDE BEFORL USE. saineoD Design valid lot use only with Mffek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. ApplicabBlty of design parameters and proper Incorporation of component Is responsiblllty of building designer - not buss designer. Bracing shown Is for ioteral support of Individual web members only. Additional temporary bracing to Insure stablilty during construction Is the responslblllty of the erector. Additional permanent bracing of the overall structure Is the responslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Spoctflcatlan, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Rate Institute, 583 D'Onofrb Drive. Madison, Wl5371 C. M iTe k® 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. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each317-1u c other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; ¢ C6 joint and embed fully. Avoid knots and wane plates/a" from outside edge of c o a ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I /4 length(+ 6" from C, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/ 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 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 MiTek® engineer. , 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO16, OiV HYORO,AZR0 71 0 0 13-4-0 BRG. IN ENTRY 9-4-0 _ I ALL BEARING WALLS TO BE PLACED J L 1 PLY HGR. t I C TI (' E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I _ d 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSj WALLS SHOWN ARE TO BE BEARING..- I d 3 PLY HGR. CCU SPAN 407-321-144D BY: T.H SIGNED APPROVAL: X PITCH: LOAD: SHINGLES 6. H: 1 2" BRG: BLOCK 0 0 I 0 I 0i u J N 1ST FLOOR BRG. @ 8-0-0 ) T23 T23 W U T23 cu T23 ii. li' 1=G 2 3 A n li 18-8-0 , A FG 19 I I co ; Li ; m 19o= .I - m NOTE: PLACEMENT MAY VARY- - - T19 I DUE TO FIELD CONDITIONS -- -------;`--- -- --- -- -t A/C PLUMBING ECT. w T19 SEE INSTALLATION GUIDE T19-- -- --- I I TT19 TRIM IT o=c FLOOR SYSTEM G ALL BEARING WALLS TO BE PLACED I J i_ IUT FACE/MT 1 I I1` CTIC E REVIEW ALL SPAN DIMINSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. d MI7 TOP /MT I ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGSI- — - _ WALLS SHOWN ARE TO BE BEARING.. d SPC SIGNED APPROVAL XI I C C U SPAN JOB NUMBER: DR2289.' '- DATE: A (, R Q v. • 407-321-144 CUSTOMER: D.R. HORJON 800-330-4o0a BY:Df JOB NAME: 2289 a'.}.R9.'^t._; t'x .t .1'i K%k f't j9 1 j,i r' y,. o. IllCITYOFSANFORD1'ERMI APPLICATION Permit # . ©-3 02 `f Z Date: Z% Job Address: -j Description of Work: ) / Historic District: Zoning: Value of Work• $O.Od Permit Type: Building Electrical Mechanical Ilumbing Fire Sprinkler/Alarm Pool.. _ Electrical: New Service — # of ,AMPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy CaK r Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requiredd, for weber than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: License \um Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: RUBW f a'J 5r9s3aa Phone: Fax: - 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: 1 certify that all of the foregoing information is accurate and that all work will be d n compliance with all applicable laws rcl;Jating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO, CEMENT MAY RESULT IN YUTJT< 1'/ti'1NG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C SULT, WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TICE: In addition to the requirements of this permit, there may be additional restrictions ppplic this county, and there may be additional permits required from other governmental entitiesfuch as Acceptance of permit is verification that 1 will notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Ot%•ner/Agent is _ Personalh no%%n to ,Me or Produced ID Zs property that may be found in the public records of management districts, state agencies, ni frdcial agencies. ` utreme of Florida L' n Law, FS 713. J 0 Signat f Conc-actor/Agent Date ROBERT G. DELLO R USSO GC• ntrac r .age s Na e i 03 Signature of No_:-%•Staie o Florida Date Contractor/Avon::; Pcrsonahy Known to Me or ProdUCre' :D APPLIC A1•ION APPROVED BY: Bldg: Zoning: Initial & Date) (Initial & Dahl Specia! Conditions: FD: Initial & Date) (hrt iaI & Dal: J y MIRIIVDA C. TURNER MY COMMISSION 9 DD 212893 P p . VBondedEXPIRES: Notary Puck Undar 7lters Lu-IJyS u:irM rKum CITY'OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: e:9L` a' Date: 'aLA 3 The undersigned hereby applies for a permit to install the following electrical: Owners Name:Q, hb Tvr, OI Address of Job: 10 ' I v rk1Z d \P_ QAr aP _ s I)k 11 Electrical Contractor: Residential: Non -Residential; Number Amount Addition Altetatton, Repair Residential Nort.Residential New Residential: AMP Service New C mme • 4 AMP Service Chan a of Service: From AMP Service to AMP Service Manufactured Building Other: Descrf ton o Work:• : Application Fee: 10.00 TOTAL DUE: 910 By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Signature late l.icerise Number