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317 Clydesdale Cir - BR03-000053 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS R ' 110DRESSAo) 5zb 1+= PHONE NUMBER 1 PHONE NUMBER ELECTRICAL CONTRACTOR \ • `l i C MECHANICAL CONTRACTOR `- PLUMBING CONTRACTOR Q MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE so — MA- IWO 0 "-,k *-- 'M PERMIT # PERMIT D PERMIT VALUATION SQUARE FOOTAGE Z4 r Q W Permit #: c) J TA S Job Address: Description of Work: Lle- Historic District: CITY OF SANFORD PERMIT APPLICATION C/,0 /{ 14,0 / Zoning: Date: Value of Work: S 1f 21, r J I 77S 4_0 Permit Type: Building Electrical `- Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: Owners Name & Address: Contractor Name & Address: I Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lin---s # of Gas Lines Plumbing Repair— Residential or Commercial Industrial Total Square Footage: of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) 1 h ric-cel" / t G ) /?-C /, Phone: r State License Number: Phone & Fax: O j Z i s I Contact Person: _ Z116 t,_T Phone: al 2,2,p'In Y l Bonding Company: J_1Y Address: 119 '9 Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 constriction 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: l 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 t10TICE OF COMMENCEMENT MAY RE--SULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entitic:; such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements Florida Lien Law, FS 713. Signature of Owner/Agent Date 3i ature of Contractor/Agent Date Print Owner/Agent's Name Prin 1Con to 's Name al, Cj IDS Signature of Notary -State of Florida Date `,ignat of Notary-Sta a Date NY t r,101 i N nLIFDD 16 280 t EXPIRES: November 12.2006 9ondedThmBud_r,!!;a!arv:e;vue Owner/Agent is _ Personally Known to Me or "o ir. for/Agent is Personally 1 c7wn to Me or_,, lProducedIDProducedID APPLICATION APPROVED BY: Bldg: Initial & Dale) Special Conditions: Zoning: Initial & Date) Utilities: Initial & Date) (Initial & Date) CITY OF SANF ORD MECHANICAL PERMIT APPLICATION Permit Number Date: The undersigned hereby applies for a permit to install the following equipment: Owners Name: Address of Job: 7 Mechanical Contractor: Residential v Non -Residential State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. C 3 ' 7 3 Date: The undersigned hereby applies for a/permit to install the following electrical: Owners Name: Address of Job: 47 D Vd619 GC Gt (e cry al± ajo Electrical Contractor: Residential: v Non -Residential: Number I Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential. - AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Buildin Other. Descriotion of Work: Application Fee: $10.00 TOTAL DUE: l/ k By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 03 - JI? Date: 1 11 0 Z The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: Plumbing Contractor: ay r-' R.ti C r, Residential: Non -Residential: Number I Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: One Water Closet S 7- Additional Water Closet r Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Pipinq Manufactured Buildi Description of Work: Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Applicant' igina e Suite License Number 2i.VPACT r`^t' S7`t,^ItT 14i'.'::rl-T S T A T E F T :`VM`F Z -7 3 i.,t1T i.CJ'IN P;,rl l tiiJF'. ' / ' 'f•J a:r-rvi 6: „4.JNT`' 3:1ti _ ,s — u y3 i T R F: tat :i 5 . : 9+ • t . ' ..'_ _ _..,._...-- - ---_-_ _ •----- -_--__-_- TIRAFFIC ?ZINZI. -- JURil ;Pr;TX'i,'..t :94-WIIY-,,gE_r:r `»I .....__...__•__ PLAT 620i': -PLAY-:i.:..s PAGE., _ AZC .._- LO pLICJ'+N"T idAM`.i - -- ----- .. ---------__--- -------------.-_---- -_---- ii ANC-1. USE CATL—G-jRY: 001 ` 1XGU:. s AlliLV 0">.:'TA!CHr:"a HOUSE kYP US : RFS1'i3 naTlAL r9C.+' hrEbtlPTit N: SIN3LE FirM-ILY RO.USt.: CO STRUCTIC 1 w.r..........rr.—,w—_. ------------------- —w.p• ---[—_ ---w.w_ YL. r FI7 f v+i'6 l 'UNIT € ;TL: r J5 rr L T1° C—• f'a t—ta'1: TyP VIST Sa'.Gi D^.;U—r 07'.SC. U.'*qT T •.0F ki1.4V s A'tiTERIAia CCt—.v19T 0. UL 'NIT a, 70S...G.0 735.* ,() R0A.)S LLEC,T0RG NWTA %j L U9JIT v+ 42&fo'f4 Y I4e:oO(j L i.ZA1 V Cc—.w I Lt.. - ,I 1 . UNIT fi JlrrZ A •`7#l i t>aL CiL.J Cap-w1a 0 1.31J. L UNIT I ST,AT.Ut NT i i l-wt5«PJ StiT 3iter'1';:J1_..- ii T , Fro -11 TI' J TECU F V l'.W./.3.•ki 6 t 7/.VVYY LaS •f. G+1V f % FA.ILCG.3..Z. O NOT -IF'`:, Q L,"SUF(F T I'',tEL"{ -MAY F4! SALT V1 YlUR, L.I.A'-,TLi3'Y FOR VIJ 0T--jTMl--UT kJN.- z.•-r~-4U—.''1 T" 1-CITY APIP LAICA? T 4--i.O :)TY xvE4 T p11: R 51 rkj,WAk—r A'DV10"E•3wJ,AT T-i13 7 S' A S T A T U -',1i OF FEES P 0UiF A6i6" Pf i'J ILF t't e.$,. 1lTu L5¢td C.ivC Q] A r k '); b AL"O AJVISEn THAT ANY KIGHTS lF 'THi APPL.3C:a,7 lr & ;,iNip i, 7i ' A P P L ••THF: AtCdLATI° NS A' YFL 10 AD,, a 1:) RA RY SYSTi ;1110/ i2 WCAg.T ld.E (FXHWL) ?i4'ACT { :b:r :''!UST 2".,:"Y r"IL.Z1 ai WT l frY•'.lN r:E4tf1F3T . WITHIN 4 :.A.E.DA. ..AYS E.Fr 3k Ri.Zi-I' I j JATF ABCV.rl, WT NOT Tf,,"0:,` C_:RT I° ICATF '+ UCCUPAINCY L,, N Z-,CCUPAN Y, HS RErZUFST•• F0r.'. "+UST 11$-, T Tli('' Rl'AUrfi-f. c. ,%TS jF: TW- COWOrY LAiiO OFVfLrP4L" L'N`i Jf TH AJLsS Gyvpirm -A m n, Ay or_ P°! X. , P., m, F. t::•. t i' Pc.li 3 wrlPLi '! EPJA I*« IIE'I ?:AST F: A.*AT `'! r';4T .rilii i 1 d` i:ci'' d 771; (40i) 4,s=,--74`Z4. i=WtIENT :iM!IF. L C I T Y I e.A:IR FL 32-771 PAi'" IENT S9461"D E !Y 'N, ,-', ,NEJ' ZHCU4. t:FE;2•.J%r Tfit, •< IATC-M !T FrU"ili 'tc ,tJw Z.I - Y C tjT- Lr `1N1 G, 'F? .`!? AT T:. T? `` r ;1 I '' ITNUM7irSLi',FT ` `cZ t) T« r• IE `,'AL ID '( I`• e, C-DIJUNC.TIt) k1.?iItN .R!A." nF Ancrr.s 9_Z CITY OF SANFORD PERMIT APPLICATION t j- Permit No.: (J Date: Job'*Address: 3 U Permit Type: V Building Electrical Mechanical Plumbing Fire AlumaSprinkler Description of Work: Additional Information for Electrical & Plumbing Permits Electrical: ,_Addition/Alteration _Change of Service Temporary Pole _New AMP Service 0 of AMPS Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbtng/Commerctttl: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 2 Occupancy Type: Residential _Commercial _ Industrial Type of Construction: Beon K Flood Zone: r Total So Ftg: 2 , Value of Work: 001 CAC. Number of Stories: Number of Dwelling Units: Attach Proof of Ownership & Legal Description) Parcel No.: 0,wner/Addre1ssl/P_ho nee: 1-k'17 1f' l00l Contractor/Address/Phone: iCN-Pf?-A e'S q to I Q2- State Licenso Number: Ct Os5 Contact Person: l ATR (Oy { Phone & Fax Number. Title Holder (If other than Owner): N /k Address: Bonding Company: NX Address: Mortgage Lender: Address: 8- E ^o C t oig Phone No.: " 4'- Architect/ Engineer A Address: 81 NSR• 34 S 115111 t-{U --F 32:;1,4} Fax No.: 404 (=F1-A- 40=Ea Application is hereby made to obtain a permit to do the work and instillations as indicated I certify that no work or installation has nstcommenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in eoatpHanee with allapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR"ROVEMENr'S TO YOUR PROPERTY. rF 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 tray be found in the public records of this co unty, and there may be addition] permits required from other governmental cntiks arch as water management districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of this property of the requirements of Florida Lien Law, FS 713. Owner/ Agent Date Slitf6ture of Contractor/Agem Date V of N I I' ATClp r ION RSA OFN COINS ION NO DD134330 6,20a Owner/ Agent is V Personally Known to Me or Produced ID Print CgTctor/Agent' Date NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP,JULY 26,20N Contractor/ Agent is nally Known to Me or Produced ID APPLICATION APPROVED BY: s// c i g `f- Date: Special Conditions: # 5 rho i` i C2. a-1 a/ FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address:fa % • Permitting Office: C'+,l City, State:5ar,Fora q7( Permit Number: 0,3 -5,3 Owner: .2 . -6tj Jurisdiction Number: (99/s'd0 Climate Zone: Central l . 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. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A 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: Garage b. N/A New _ 12. Cooling systems Single family _ I a. Central Unit 4 _ b. N/A Yes _ 1967 ft2 c. N/A 222.0 ft2 _ 13. Heating systems 0.0 R' _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 8.50 R=0.0, 202.0(p) fl _ c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=3.0, 1026.0 ft= EF: 0.86 R=11.0, 28.0 ft' _ rs b. N/A R=11.0, 302.0 fl' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 fl' _ 15. HVAC credits PT, _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 fl _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:i2 DATE: 103.OZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: d4 C0- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. THE STqT O a BUILDING OFFICIAL: DATE: L0 -6 - 2 1rUIIN. L:LIII IlU 1 1-I1I1I14 h PCRMIT No This permit shall nuthorirc work to be done in the City of Sanford based on the approved construction plans and lie informationprovidedbelow: Ripllt•of Way Utilization .................. Driveway................. Applicant Namcluch( L , M jfirm: D•cr —nt"1 Address: r l' 1' LD_ fy ( I'lio c: glo1fl)ay) -- (, g . Project Location or Address:— Specific Description: 4 ..... ............................................... 0 . 4................ . ERcava(ion Information: Total Lcngtlt (FT) Number of Open Roadway Cuts Aerial Information: Lcngtlt ( FT) Number of Poles (Existing) (Hew) 4 4 ................... . Ie is undcrstood' and agreed drat the rights and privileges herein set out are granted only to the extent of the City of San(ord' s jurisdiction and the right, title, or interest in (lie land to he entered and'used by the permittee, the permittec shall at all times assure all risks of and indemnity, defend, save harmless the City of Sanford from and against all*loss, cost, damage, or expense arising in any manner on account of the permit request by said permi(tee Of (lie foresaidrightsandprivileges. In the event of any future construction of roadways, utilities, stormwater facili(ies,or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall removo andlor relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public right -of. way. 'CALL TIIC PUBLIC W S DC -PT. AT 330•SG81 TO SCHEDULE A PRE -POUR INSPECTION APPLICANT S(GNATURr OnTC. Reviewed: Public Works _ Uate Utilities APf'f10VH). fnginr: r.rnul CAUL". BETWEEN B.v INC et WOOD CONCRETE O? WOOD BUCK L (BLOCK WIDTH) BUCK BY OTHERS r NA SONRY OPE-1 ' nAS'*. OPEnING I BY OTHER: / BA OTHEP: INSTALLATION ANCHOR ONE By WOOD 3/I6' OIA. IAPCON CAULK BETWEEN I BtJC BLOCK BT OTHERS WINDOW FL uaiE ^\ t / t WOOD . ij 1-I/r MIN. a EMBEDMENT SHIM a: RCO'D. RIGID VINYL 1/(• GLAZING BEAD ( SEE NOTES) EU INSTALLATION ANCHOR (TYP.) _ 3/16' DIA. TAPCON STUCCO J By OTHERS / SHIM AS REO'D. J/ 1/V MAX. GLASS PCRIMCtCR ( SEE NOTES) (ITPxSEC NOTES) CAULK BY OTHERS FLANGE TAPE I FLANGE TYPE WINDOW FRAME 1 11 WINDOW FRANC, JAMB CAULK BETWEEN RI GlO VINYL HEADER vim DOv FLANGE PERIMETER GLAZING EGAD l VOOD EUCr. CAL& IL (TTP.) GLASS BY OTHERS DOv (TYP.) (SEE NOTES) v.v. IGMI) (v IN00v WIDTH) BJL BUCK CAULK 6ETVECN WINDOW HEIGHT) FLANGE L PRECAST SILL v/ VULKEM t16 ADHESIVE CAULK. OR APRV•D. Ea. SECTION B—B FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL BY OTHERS I A W.W._ _ ECAST SILL BY OTHERS ' v A - NOTES SECTION P.—A T A B C 1) SHIM AS REO'O At EACH INSTALLATION Alt(MOR. MAY ALLCW>e,.- . l O I ESHINSTACKTOBE1/. 2) wONDOw FRAME MATERIAL: ALUMINUM ALLOY 6053 / 3) INSTALL440N ANCHOR, MUST eE OF SUFFKIEMT LIM. t0 AC 1E,•E ON. EMBEDMENT Or 1-1/4' INTO MASONRY OR CON(CRC;L IUSESILICONIZEOACRYLICCAULKBEHINDwINDOwFL"GE A; M£•0 I I B I KJAMBSSILLMUSTEEATTACHEDTOTHESUBVRAI: wliH JVULKENI16ADHESIVECAULKORAPPROVEDED1uL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIM;iER SEAL ARCLNC CiExTER:CP OF wINOoJ FL—C.,FUN. W. 6) IF EYAC; WINDOW SIZE IS NOT LISTED IN ANCHOR C ART, Us. MQMOP.. Cli—, US; n WITH HEY; L.ARGE3 SO!:. FO;. PPRO-RCA;E OESION AE UPE REO'E, / 7) CLASS T-ICKNESS MAY vAR'r PER TnE E1300 OL,SS CHARTS 6) L_tTER CE SIGVATK)NS ON THE TAP(ON .(jrAilC11 COjAPi•VIp(,= WHEAL TA=CON ANCHORS_ .RE 10 E: W37AL_ ` •wHrm U". L I 1 I 1 EATERt03 :LEVATION AS A KEY ' S) ALL FAC7CA, APPLIED TOLES N0; CESICIIA^y ;DR FA"cc- ANCHOF SHOLTLO EE rI.LL3 1 11 j' Sr REw= r: yJ- ,C;.": I._ TO PR NC: MO.=/= ON .-SE.) :N:G wGM Suit ^ rA-. 10) 31ORICA :.LiUOERi ' L I:i GHQ: ^.V>• Ic <HrpYa -IS. _ pPRINTA.A =PL_IE: ;? .r_ -_QPIDA :<inl::i= ,:.v A. I I / 1I\IS:-JE i HUN :.hC,_: G: r ` JI A. ..+;^. v IS Ir,c =_ _ Lv a-.r„o. (_ •:.,G . — — — V ' S`JF: C.;nV`'_ t,1/=J •. ___... _.. A i- r'/',• JL = iE: (' CAULK BETWEEN WOOD BUCK t MAS'Y. • OPCNING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIOHFGJJ.AK SIZE SIZE 30PV TO 4OPS7 Icv TO 70P5r 30Pv TO IG 12 to I/a II 25 B Q r.c 13 16 1/8 A 37 3/8 B B F.G 1. la 1/5 A 19 S/a 8 B r.G 145 Ia 1/3 55 1/4 B B r.c IS Is 1/a A 62 8 B rc 16 Ia 1/a A 71 B B r.c n Ia I a A 63 cc 1.2 25 1/1 A 25 B e G IM3 23 I/i A 37 3/a 8 B r.c fc Ina 25 1/2 A 49 S/a B 8 FA F•c!U 1 M45 23 1/2 TO $S 1/4 8 B r.c F•CMJ INS 25 1/2 x 62 B B F.c r.c NJ IMa 25 1/2 A 71 B B F•C F•CMJ IM7 is 112 x 83 8 B F.G.J.K r.cJ,K 30 1/2 . 25 29 1/2 x 25 30 1/2 . X 3/5 29 1/2 A 37 3/a 8 B F.0 F.0 30 1/Z . 50 3/a 29 1/2 :.9 S/6 B 8 F•C F.CMJ 30 1/2 . 56 1/. 21 1/1 . SS 1/1 B B r.c F•C M) 30 1/2 . 63 29 1/2 a 62 8 6 F.c F•c."i 30 1/2 . 71 29 1/2 . 71 8 6 ' r.G.nJ r.c.MJ 30 t 2. 64 29 1/2 x a3 e B F.GJJT r.GJJI il 36K25 23 36. 371/6 B B F.G F.G 24 16 x 41 1/1 B e r.c F.c.H! 2•1 36 . 53 1/• B D F.G F.C.H! 25 35 x 61 B D F•CM! F,C.H1 26 36 A 71 B D F.GJIJ O.E.F.CM! 1 36 A 83 B B F.G.J.K F.O.H.I.J K IT 25 7 37 1/8 F.G F.c,M); 50 5/a 1 x .1 $/a B B F.c r.GMJ 2 . 56 1/4 411 Ss I/. B e r•GJ(•1 F.c.MJ 2 63 1 x 62 B D F•cJIj O.E.F•OMJ 42 . 72 41 x 71 Q Q F.CMJ D,E.F.GMJ I Y E3 F.G.J.K F,C!(,Ia K 6 . 26 A7 x 25 B ) A,C a X 3/7 7 , 31 3/4 8 A•C F.c F,GM! 6 . 50 5/3 1/1 D A,C r.c F,CMJ V . 56 1/. 7 . 55 1/• 6 A.0 r.CM! r.C,M! 41 . 63 7 It 62 8 AC F.GMJ O.E.F.GJU a 72 7 x 71 8 A.0 F.OM.1 0 E.F.CMJ 7 , 83 F F H1 32 52 115 x 25 B A,C r.c F•G 33 52 1/6 , 7] 3/a a A. c F.G H! 3. 52 I/: , .9 5/a 6 A.0 F.cM.) F.GM! 3.5 51 t/a x 55 1/4 D A.0 r•c.N! 0.E.F.c.n! 35 52 /a . 62 Q A.0 r.CM.1 O.E.F.CM.) Sb 52 I/a , 71 D AC F,G n 1 O.E.F:C,n,l 37 51 1/5 ( 67 a,( 37 SIH NO; c AIL•PL5 IN IC00 CP. 15W SERIEi. FLORIDA EXTRUDERS INTERNATIONAL. D. FLOP.IDA r TITLE: INSiF'_I_Ai ;QN D: i Jcr1 _ __ lNi,_ S ? S GJf?0 C. . D3A_T.y BY:i APPPOVED S : J I-/I_I=.ii3II-SCALE'• -S IDWG L_Xu"II T r HIN( EHIED,(KI MY.•8 INSTALLATION CAULK BEHIND FIN ANCHOR SCREV (T rP.) 3ICATH Iva 8, rRANING RCO'DBr DT1cRS3r ROTHERSiv0BrBUIIDBr OTHERSCAULK SCESRI- NO SCENOTES)DOVN umm FIN FIN FRAME JAMBASS f4? Ei• .9 INSTALLATION SHIN AS RCO'D. 1) SHIM AS REO.O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING NCNOR SCRCv ITTP-) SEC NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/A'. GLAZING (T2) WINDOWFRAMEMATERIAL: ALUMINUM ALLOY 6063. SCENOTES) U(' KL 3) USE SILICONIZED ACRYLIC CAULK BEHIND W7(DOW FIN At HEAD, SILL & JAMBS.r Km(SpKL EXTCRIO. R A) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OrOBE001 ffff WINDOW FRAME. GLASS Tia OF ASTM PERSHOTHEREOLMINGGlO.CHARTS. SINGLE LAr IS CLS OUAI13M SINGLECLAZR(C K SHOWN, IN$ll(ATTNG GLASS IS AL50 QUALIFIED.21[wiHING 6) SCREW ANCHORS AT HEM, SILL k JAMBS SHOULD BE /8 SCREWS Or SUrFICIENiBY OTHERS LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /8 XTCRIOR flNISH SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX. Br CITHCRS 7) BUILD DOWN AROUND CURVCO PRTION Or wucDOa FRAME TO BE ENGINEERED BYIOR FINISHOTHERS. BUILDDOWNMUSTBEOFSUFFICIENTSTRENGTHTOADEQUATELYERSTRANSFERPERIMETER CAULK LOAD FROM WTNDOw TO THE STRUCTURE. 8) FLORIDA EXTRUDCRS 1000 SERIES OESIGNER WINDOW SHOWN. THIS PRINT ALSO Br OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k, 2000 SERIES. OiH CAULK 9) ELEvATgNS SHOW COMMON CONFIGURATONS. IT IS HOT INTENDED TO LIMIT USE Or BY OTHERS THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN FRANC HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE I000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOLnRCMENTS. GLAZING ( TYP. SEE NOTES) HEITKf EXTERIOR PC RIHCTCR CAULK BY OTHERS EXTERIOR rINISH BT OTHERS 8 INSTALLATION uC OR SCREV Uri.) SHEAIHING - B, OTHCRS FIN FRAME SILL SHIN AS REO'D. SEC NOTES) / I L S7 IH SPACE IIIII\ I \ EXTERIOR ELEVATION 3, QIHC R,T CAULK BEH:N^, FIN Y'-yJ.i`i6BY r" GEC- ] a`'' MOTE, c sa # k w TEXTERIOR EL _VATIQN FLORIDA EXTRUDERSISANFORD. FLORIM TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000. 1750. & 2000 SCR E'S 2002 DRAWN BY: BB APPROVED BY: DATE: 02i14i02 SCALE:NTS IDWG.: FLEX0037 INSTALLATION ANCHOR ONE By BUCK •10 SCREV BY OTHERS BUCK VIwM CAULK BEIVCCH VINDOV BUILD WVM FLANGE L SHEATHING BT OTHERS NOTES Tv0 BY FRAMING TO SIILLL)PPLICS 1) SHM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SMM. MAX. • BY OTTERS ALLOWABLE SHM STACK TO BE 1/4-. ALYVOOD (TTPJ 2) WINDOW FRAME MATERAL: ALUMINVM ALLOY 6063. BY OTHERS 1-3/8• MN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTHL TO ACMEVE SHIM AS REO•D EMDCDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. /10 INSTALLATION ' (SEE M07ES) . SCREWS AT NERD & JAMBS MUST BE OF SUFFICT n LrmCrA TO ACHrEVE 1-31C MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOURED. CXTCRIOR FINISH INSTALLATION ANCHORS k SCREWS TO BE PLACED 6 N. FROM CORNERS Lc 24 IN. ''•:'•t ?i BY OTHERS O.C. MAX. WINDOW F'RAW use SUCONIZEO ACRYLIC CAL" BEHIND WINDOW FLANGE AT HEAD. STLL It JAMBS.- I,=JAMB ,M; .,.. •,: - S) USE SUOONOED ACRYLIC CAULK FOR PERMETER SEAL AROLRA EXTERIOR OF ;'• r;r X r " -, WV4X* FLANGE. 11/4 MAJL 6) (LASS THICKNESS MAY VARY PER THE REOUIREMENTS Of ASTMI E1300 CLASS SPACE •' SM y .r fEE WT[S) h}) ''M•+, ) CHARTS. SINGLE GLAZING IS SHOWM. INSULATING QALSS IS AM OUNJFIED. : • r •lt `i z.£ R ,. 31y' 3 t c hcs ar° c 7) BUILD DOWN AROUND CURvED PORTION OF WINDOW FRAME TO BE EHKbEEREO OTHERS. SMO DOWN MUST BE OF SUFFICIENT STRENGTH( TO ADEOLATELY TRANSFER LOAD FROM WV400W TO THE STRUCTURE B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WRDOW SHOWN. THIS PRINT ALSO .. ._ .. .. , PERIMETER CAULK APPLES TO FLORIDA EXTRUDERS 1750 SERIES Q 2000 SERIES. . BY OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO W:f USE OF AS REO'D THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SHIM CONFIGURATIONS SCE AS RE CONFIGURATIOTHAT CAN BE MANUFACTURED FROM THE 1000. 1750. R 2000 BY OTHERS SERFS DESIGNER FIXED, WINDOW FRAMING SYSTEMS. 10) WNDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALVMTMUM TUBE VINDOV vIDTN VINDOV FRAME MULLION. SEE MULLION INSTALLATION SHEETS FOR REOWREMENTS. HEAD WMDOW HEICH(i CXTCRIOR , GLAZING ( TTP. SEE NOTES) viNDOv FRAME SILL PERIMETER CAULK ASIREO'D BY OTHERS SSHIM HIMFI FINISHIOTHERS. OTHERSCAULK BETVEEN v1NDOV FLANGE 1 L ONE BY VOOD j BUCK CAULK BEIVEEN VOOD BUCK L MAHO' JRY OPENING BY OTHERS CONCRETE OR SECTIOIJ A —A MASONRY8, OTHERS BUCK HECHTr LSm. SPACE EXTERIOR ELEVATION a 1- v` ..CENTRAL, FLORIDA B.0.A.r. EMBEDMENTKANUFAC1UUR NAM: ONC6rVD00BUCK Br GtfERi p . p'. INSYALL ciIO1M R 1- L7,+ 3MIb' CIA 14KO !- t I -3/ B- MIN. EMBEDMENT 1/ 4' MAX. SHM SPACE CAULK BCIVEEN 7VO By BUCK L.CONCRETC BY OTHERS- INSTALLATION ANE/ DR t t, Yt;r.± KID, SCREV .' CAWS`BttvEE" i ra ' di }. Hit I 4 SDf,MHsr regyti t+ s ;t CONCRLTC OR/ Fix-gfisim EXTCRIDR FIMSN ." I BY OTWRS t r rL WNooW WIDTH `; < A} HEICHTCHT B 8 I h EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL,S, RIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOVN DESIGNER, FIXED VINDOV 1000. 1750, B 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/ 12 /02 SCALE: NT S DWG.: FLEX0036 Qi SHEATHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR SHIN AS RE'0'0 a0 SERE V SEE NOTES) CAULK BETVEEN DOOR FLANGE TvO BY WOOD L SHEATHING By OTHERS I _ I V r— 0009 VIOTH SLIDING GLASS DODR TRAM- JAM - 1/(' MAX. SHIM SPACE ' MAx. SHIM SPACE INSTALLATION ATXMOR CVO BY v0o0 1-1/8 MITL BY OTHERS R8 SCREv En BEDH(ENT 1V0 Or VOOD Br DINERS HAULXOUK STrRIPIEN SLIDING GLASS DOOR SHIM AS R£O•D.HOOK STRIP SEE COTES) iNSTALLATION ANCHOR MN_J a8 SCREV EMBEDMENTZEMBEDMENTTEMPEREDGLASS TYP.) CAULK BETVEEN DOOR TLANGE SLIDING GLASS i SHEATHING DOOR TRAME HEAD 1 \ SHEATHERS BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP.) r. i. DOORL1xmz :^. NAME, HEIGHT SECTION B-B 0,4 t SLIDING GLASS pOpP. TRAMS Slll nr SHEATHING BY OTHERS STUCCO TEMPERED GLASS — TYPE OR SIDING BY OTHERS SLIDING GLASS ODOR INTERLOCK STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1) I U 09 E %IALLFERAL, SCR-Idt ALLOT 6N)67. 21OINSTALLATIONBERETSMJSTTPSTRUATIMT LCmCfmCMCR TO •SILL M Mlrt [MBLOKMi 61-1/9' INTO V006 tAPCON TrPE INS TALLAiIOM AKNN6(S AT Slll NVfi 6C 7 SuFFICIEMT LE 'IM t0 ACHIEVE IRM CMBCDKnt Or 1-I/A' INTO MASORT CR COICREtL 2, INSTALLATION AKNO? C—RI Oti BA" Or T dS SKCT. AP USE StLICOIZED ACRV%M CAk&. SEHWD COO. fLAWC AT KAD L I 3S. SN UU SILICOAZCD ACRTLtC CA1LR FOR PERIMETER SEAL ARO.rD Ca TERIOR Or DOOR. 6l 6 Cu(t 000R SIZC IS NNOi LIST[D W ANNCNaR CHAR i, USE AKNNOR OUAMIIIT LISTED VITM Kat LARGER SIZC. FOR IN( APPROPRIA(C DCSIfw PRCSSLOK RCO'D 7; FOR POCKS OCK rDOOR SIZES USE CLOSEST BTPASS DOOM SIZE L COwIGURAIIOM t0 rsmSKa CPCHirf. PLACC INSTALL•? t2: AKMORS. IN FRONT Or Nam. STRIP AS SNOVM BP CLASSTMICwKStrNATV•Rr PER REOUIRENCNIS Or ASt. C17D0 CLASS CHARTS 9N DOOR tRNli IS APPROVED USING TCMPER(D GLASS IN SINGLE GLAZED OR INSIAAl1NG GLASS. lz AAMB A SILL CORNERS ARC 10 BC SCALED VIIN A SMALL AOINT •CAM SCALER LIT SNIM AS RED. D. At CA. SET tr INSTALLATION AKNCRS. MAX. ALLOVABLC $MIR STACK TO BE 1/4'. ILl uN OHS tALREPRE .TS MO MUST K MADE 6 L'ORAD;IEN REFIXED A MATERIALS APPR 17NvKRE 'a• ION' A CM7i LISTEDVING 13. L AND CH REPRESENTS F INS SME APPROvCO cOKICURA TIWIARC •; LISTED ON ABOVE RSIC ON TACK Cr Inli :NEE 1, F E X TER i O R ELEVATION l'N MDI ALL EOKIGIRATIO.S LISTED •BODE ARE SIC— C STi LATION(. r ALL I0,'O •TtOn ENE-DNfN: SECTIONS TI A• '9•B' L N(iTf LtRIP 0.tAS ARPLf Jf! INSTALLATION Of KL A?PRO•FD L A 1. 1/<' MIN. CEK(io,, C.ONi. D N / J ; ESN f16i10A CaTRUD0 IDDD LEQIE: SLICING GLASS OCOR IS LWVN. tnlf PRINT ALSO APPLIES IO 2 PtM`F_l OCOR SHD`JN -R SOD fCR -S D LISERALLT APPL? \ CAULKINC• UNDER SILL OF SET S!LL IN BED — !N$ T A! LA', TON ANC)<OP 1 . Of CGNC2= TF 3,:s O:= TA:CON S-CTI[ IN AF E;_ 20,32 2WD fA ICS AMO Is . P,EVI DESCRIPTION DATE I INI F L 0 P, I D A INT.R INC. EXTRUDERS SArvf' ORD FL TITLE: SLIDING GLASS DOOR INSTALLAT!ON WITH > ° SCREWS DRAWN BY: H 1 APPPOVED BY: ATE: QW/ Oi SCALE: Ni: JDWC !'trxry Sri I C: i X I/E I x a x Ve loac 1-H TUBE MULLION pj6AL vrR0 TUBE M'_-LLf0N i AM= - (-. Tjr_ A_, -If, .1-. RIZOINTAL MULL! TYP., jAMS6 x 1/2 E X 1/2 SELF -- r 2 X 4 X 3/6 TAFFiNGSMS7 TAPPING SMS TUBE NULL ?CM1 Zk I R-3 p SEA -- AN 0. r vrmrc.. F ts te,,x /2 st-L L MILLI ____ I a"' z! #E-.X II -We SELFr't " ...1 3 -, S- 2 #8 X I/ QLF. 1720Q Z TA! L ix oR 2X.jlly',L LUIQI. g, 6 % - 1-.-TAPPING - S- -.2X HI TAPPING •SMS. -A"A- 12) SECTION X 2 7/16 X 1/9 IrcSTA IX27/16 X 3/E. TUBS KILLION ---- TUBE MILLM --- i TV -3AS. laze S L i6co SA SEALANr iF-rvm lia X.1-1/2 SELF JAMB (TYF.) VINMV. FLAWjES Lk4B <T;;.) TAPP DrU SMS PiLLMN SECTIONA — A '(7) 6 x 1/2 SELF Re X I/c — I TAPPING SMS TAPPING SMS 7, A AIJT B-.TWEEN SCALANT jB: E T4EVE -ESVjj4:;GWFLAXMSVV4zOWFLANGp.e X 1-1/?'SELF y 1- 1/2 Snr SECTION t N A (4 oTAPPING SMSSECTIONX 4 X 3/8 x 4xvETu2r- WLLILIN TU"LIaN RAL jjo A 1Gcc S. H. — Icoc. S.R. _t Tvr r AST e X 1/2 SELF X S_ F TAFP.'Nc Sms A.-FiNG SMS L P. qEcAST.'-. SILL BY 0 IPLX AUXILI ICFCR . AX) ITIONAGIANb— S..4 F E Tit? Pi'G .. J il9 tu - --` T 4p . FELE,_ FRO{ EX7- tRIOR INTERNATIONAL' - INC FLORIDA -EXTRUDERS SAINFORD. FLOR'IDK rm:SER 1101 G 0 I5Ou F L AN GE S H.Er- T OF-2 VER T 1 CAL'. MULL 1 ON 1 N TO HOR I ZONAL r _. . SEEGTHEP SIvc. H ',SH;7rT2 2) r R H_SiGN PRES SUR:, rAp L.CiTI:-S I" r.o%xr, N: I APPROVED 13Y iJ T '<AL MULL10MYP. asrCC' —LISEA., %Nt P.VJDES!GW-R lAr? To jAMS V44ERE 1'.X 4 4, t - . '- vyY.0v rLAbCx_s S!LL (Tr,.). ruer MULIJONS ARE USED) L W-LILN —loco -'vjDr_SrGNER. SILL ITYF.) - r S X 3/4 SELF x 3/4 SELF TAr-r!NZ SMS CONCRETE OR MASZ•QY TAFP!NGFPE":' By OTHERS 3/8X-E 41, VMD fit. OUT f.7, 1 ". ' PT L; ID.";Br_rV7EENZ_ 0.k r zj. I 8, 7-7, JP()eF. Ci- itANGESituX-ay F.FUN -vo I I TA_ ii 2 Ip L14STALLATIGN ANC 3,0161 CIA. TAPCON SC--W ANO-MR (TYP.) EXT&-AL. Ai,,M;TALLA[ICW.q4P, Z4.471CT. SELF to X 3/4.SLLr x1i L 7X314, 10% If- 1000 -S FU.V, TAPPIJNG EMS == 7 xii Sim 4' - loco sh! _44HCAD (TTF.; HEAD-(TYF.)-' A T 0 -X:-A (2-) - ---- -- SEm_WT L s '.-.SECTION 'A A;( N..'. Vlt;oa,d FLAONGE lool -v V./DESIGNER A L KILLMN taco F vjDES' IGMER SILL iyp.) y lCor, P.VJDESIGHER SILL iyp-) 15 FSILL (TYP.) to x 3' / A SELF: to x 3/4 SELFr.-s x 3/ SELF4 TAPPING SMS TAPPING SMSTAPPINGsms x 2 7/16 1 X 2 7/16 X 3/8 a x 4 X 3/8XIn TUBE MULLION 4 p EMBEDMENT. 'kTUBEMLLL131. -.3. TUBE MULLION R ST 44 S1,ALA.141 "ElEi am SEALANT SSTN E6VIN=J FLANGES A vv41KIv rLXZE t L. KILICN.- friLLION 7 7N.,SELF A to X 34I SELF p sms to!NooSijTAPP'j SMS IGO S-4, TA PINGI fiEAD ITYP.) HEAD (TYP.) SEALANT SEWEEN A —A (3) 'SECTION A —A \-;;e X 3/4 SELF U40V GES SP*CTION TAPPING SMS L IIJLLIW loco F.w./DESIGNER 10100 SEALANT EEF.'Eru r S:LL (TYP.: %;1j%i00W rLANC-:: *_ J` SILL C'YP.,' 's'= S-N- X 2/4 SELr L NLLLMN !2 X 3/4 SELF HEAD (!Y;:) Fi EVATMN A?P!Nr- SMS SF ITIQN A —A 17' V.0fic-O FROM EXTERIOP S.14S x X 1/9 F FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA jTnU: 10001i 11 500 F-LANIGE SHEET I (] F Tw I JACR 1 ZONTAL MULL 1 CIN SECTIONS A!1 Or r u I . '.: 1 :. - '_ j - .; C PRESSUPE CAPACITIESL APPROVED BY: 1 DFAWN By:!*ISL r rr, 100 F.V./EES;GIvEt SI'_L (T.'.. TAFFiN3 SMS St?x1/e TUEE mJLLION SEALANT EETVEEN WINDOW FLANGES- L MJLLIOM SEALANT-nETVEEN' U \--.e X 3/1 SELF V IMDO: FLA.NGP.S 5.11. TAPPiNC+ SNS L Y.ULLICt; • :00G HEAD (IYP.) SEALA.4T ECTVEEY (I ) V(NGOV FLANGES SECTION A —A L 14JLL13N r SILL (TYP.) 02 X 3/4 SELF TAPPING SMS i x z T/lE X ve UI TtTLBE• MULLION SrALANT BET1.1M V; MYV FLANGES S MULLION dE x 1/4 SELF 1CGS S.S. TFPPING,SMS HEAD ( TYP.) SEALAr. I EETV'GEN G.-a. Q VINGOV FLANc_s L K LLIONicc..^. F.V.10ESIG1qEK SEALANT EETVEEN SI(. I. (TYP.. VINCGV FLANGES l , A X ,// _ s r.LLLiG I SE; _% IA. PPiNt! SwS r• X 1 X i/e 100e P.VJDES!at rR SILL ( TYP.) it Y 3/d SELF TAPPING SMS 1 x G x 3JI_ TUSE MULLM-N TYFiG>_ MULUDN TO CGNCREtr 0 JAIAS APPLIES TO JA)!.° WHERE 1' X 4. L• 2- X 4- TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY EY OTHERS \ ONE BY WOOD--' EUCK BY OFNERS Q CENTRAL ilALFLOiI.MA U. O. A. S . i9 X O 4 SELF TAPPING SMS 1 7+ittAuiYY VVaa Vie tilt MANUFACTURERUFACTURERNAAE: Gu^. SY. H_ AB (TYP-) e2 O pA FX' L10F=RS SECTiOi' A -A (2) IdASM # 6 T- 10e5 P.V.lG:S:GttER SILL ( TYP.) ke X 3/4 SELF TAPPING SMS l X 2 1^.: e P.V./D-Sm"iER 7/ 15 X 3/e SILL (TYP.) TUBE MULLION T I qE X 3i4 SELF TAPPING S14S 1N90v LAME _ M:) LS.IO:r RC X Z/A SELF 1000 S.K. TAPPING SMS HEAD CTYF.) SECTION A —A. 4 r- 1000 F.J./DESIGNER f SILL (TYP.) I — YE X 2/4 SE_F 1%.- FING °MS 1 X 4 X 3J6 nor- dirl 1 / +JLC I 2X 4 X3/8 TUB_ MULLION itSST +! 4i (CPi FI CH7 7/;5' Ci0. TAPCG! t S_iEV ANCHCR CTYE.) EXTERNAL MULLION 19STALLATION CLI. d I! rU L1 1/4' MIN. E8BEi: i-ENT r. L'LLIGN f oA 1 I I' I I :.• - 4 SEv L='JAB i •N TA?=: N3 S!4S I s G_A i7 VIEV:EC FROM EX-IFIGR tyGG S14. • : i INTERNATIONAL, INC FLORIDA EXTRUDERS 'SANFORD, FLORIDA ii TITLE:S=:P. h' ! ? Jnn ='_Ar4I_ _ Su_U I G; i J- RAIYN' EY: i•i ` - I_AF?RO'D 9Y: D7 C :^.f?'1 r.a•rc•:" cf..1LF.: •. InwG.: ? i=•'/i i...+ MI oADE MIAMI-DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDINC CODE COMPLIANCE OFFiCE Mi.I'RO-DADS FLAGi.[.R WILD INK 1400 w1:ST FLAG1X1t STIU"177, SUI'11: 160' MIAMI, FLORIDA 33130.136. PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-29UI FAX (305) 375-290,' Prcmdor Entry Systems CONTIUC. Wit LICENSING si-zrw 911 E. Jeferson, P.O. Box 76 (30)373-2327 VAN(30s)373•:35, Pittsburgh ,KS 66762 C(YN'1*lLk( rolt i INVO CE,INntvr DIVIS1W 305) 373-2964 FAN (305) 375-290: rtconu(:r CONTROL DIVI,Io' 305) 375-2902 VAX (3ns) 372-631 Your application for Notice of Acceptance (NOA) of'. Eittergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of r Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi product or material at any time from a jobsite or manufacturer's plant for quality control testing. If thi product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend th use of such product or material inimediately. 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 Florid Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 R iul Icoanguez Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR sm..cIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REViEW CONUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildin Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions sI forth above, r .PPROVCD: 06/05/200i Francisco J. Quintnnn, R.A. Director Minnii-Dade County Building Code, Coil) pliauce 01'lice Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance 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 Acceptant designed to compiy-with,the South Florida Building Code (SFBC), 199.4 Edition for Miami -Da County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23, not exceed the Design Pressure Rating; values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-W/E Insiving Glazed Double 'Residential Insulated Steel Doors wi Sidelites- and its components shall. be constructed in strict compliance with the followi documents: Drawing No 31-1028-ENV-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Brar Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing; the Miami -Dade Cour P%roduct Control approval stamp with the Notice of Acceptance number and approval date by t Miami -Dade County Product Control Division. These documents shall hereinafter be referred to the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown inapproveddrawings. Single door units shall include nil components described in the active Icaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.in non -habitable areas where the unit and the aren me designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurric-, Orotection systern. S. 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 permit shall be nccompnnicd 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 installation6.1.3 Any other documents required by the Building Official or the South Florida Building Cod. SF13C) in order to properly evaluate the install 'on of this system. Manu I Pcrcz, P.E. Product Co C Exami Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been file. and the original submitted documentation, including test supporting data, engineering documents, arc 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 th 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 acceptanc including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initial 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 termination 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. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or ai other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docunicnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspeciion 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 removal Acceptance. 9. This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEP' 'ANCE Manu Pcrez, P.E.; Product Contr ;ramir Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement 1 I11111111111LUFTUMIFTirili COP-WL-MA0141-02 1 02-0419.08 Application Filed) t• Rating Impact 52.0 NO X 1 X0, OX, OXO 1 Singles lth) 2'0" 2'6" 2'8" 210" 3'0" 3'6" Multiples2'8" + 1'0" Not Listed 1 1 COP-IVL-MA0143-02 Not Listed t l' BC t 02-0419.08 Application Filed) t• 1 1. l 52.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 21" + 1'D" COP-WL-MA0144.02 02.0419.08 Application Filed) 52.0 NO 1'0" + 210" + 1'0" 1'2" + TV + 1'2" IV' + 2'8" + 1'0" 1'C' - TO" + 1'0" 1'2" + 2'1D" + 17' 17' + 3'0" + 1'2" TV+TV+TV 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2' 10" 3'0" + 3'0" + TO" XX, OXXO I 2'8" + 2'8" COP-WL-MA0142.02 02.0419.08 Application Filed) 52.0 NO TV + 21" 21C" -, 2'10" 3'0" . 3'0" 2'6" + TV + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + TV + TV + 2'8" 2'10" + 210" + 2'10" + 2-10" 3'0" + 3'0" + 3'0" + TO" 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 the Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (wvvw.mason ite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA243. Oakft AR EK" N'e nri•nra " l I'll. R.KCLAAS hNTNY 000Aa --TR Wreath, trey Dean Aoi 1 29. 2002 Our tOnl"lurng plogrAr11 DI Dl Dtun Intpro-mmen1 nijkls 19CtdIt70ons, eetlQn ine 9lo0utl octal) tWitt1 to e tontle w6110ul notice. t• tl rr ol, tram PREMJL' Rr nl/ r, ., m 0•rrrl, Dear, Masonite Internatlonal Corporation Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing kugglaquW X I 1th) 2,0„ 1InternationalMiami-Dade: COP-WL-MA0161-02 t t• • 1 02-0418.03 Application Filed) 55.0 t 1 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement- 1 X0, OX. OXO I ( 1 1 2'8" + 1'0" 1 1 COP-1VL-MA0163.02 t.l' t 02.0418.03 Application Filed) DIPRating 55.0 ImpactRated NO L2'8" , 1'2" t 21 J'1 J" + 1'0" I 2'10" + IT' t TO" +17' 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02.0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 1'0" IT" + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" , 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 1 C" + 2'10" + 2' 10" 3'0" + 3'0" + 3'0" _ XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165.02 02.0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notesi 1. Dccr arrangements using fewer panels than wha! is shov:n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR K" A•_ "-_ e.y t.<lul,.cly Item h.1TAY U00R1 Ne .r.O Nrr4l. tour U:r. pl C.` A{} t4I1 v G.tr/ir.n 1 r.Wll 20. 2002 .rot... 0.01 a o..,. V l% Oul con6nt"M program of plorua Improvement makes spadfinlloro, oesl0n and orooucl Masonite international C o r p o r a t i o n OU1 ;vied to ch2noe rltlnool notice. Glazed units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing I I COP WL MA0146 02 I'SinglesI 7X i 2'0" li rl' r 02-0423.01 Application Filed) r• I 40.0 1 NO 2'6" 2'8" 210 ~ 3'0" 3'6" Not listed 771 Not Listed IMultiplesI i Xis• Ox, nO 78" + 1'0" IInternationalr COP-WL-MA0148-02 02.0423.01 Application Filed) rRating 40.0 Impact NO 2'8„ + 17' 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 TO" + 117' 1'0" COP-V/L-MA0149.02 02.0423.01 Application Filed) 40.0 NO t'0" - 2'10" + 1'0" 17' + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17' 17' + TO" + 1'2" 2'6" + 2'6" + 2'6" 2.8" + 2'8" + 2,8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" i XX, OXXO 2'8" + 2'8" COP WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2'6" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + TV + 2'6" COP-%A'L-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0' + TO" + TO" + TO" Notes: 1. Door arrangements usii;g fewer panels than, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from, the Masonite Infernational website (www.masonite.com) or from the technical center. 3. Instal'afion instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local buifoing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. O akcraff MTEK" W ""' I• r I•I-,,7; C•\SS riNTkYA000115 Wnl..Dn,O,e,rpl"Clvr Od+n le V' 2M2 r) ctomw.v, Previn of oro6um Improrcncm mucf fpedtl;w'ont, Qeign :n2 pazG cl 1`Gi! SJr•,erl i9 vY"Q Iri'.IG4: nt:l;e. Pn n/1 e,uuln H, noon r•"t.,n 0 111. Dnnr Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing I COP-WL-MA0166-02 Miami -Dade 02-0423.03 Application Filed) Rating 47.0 1. NO 1Singles1 X 2,0„ 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Multiples (Width) 2'8" + 17 a a COP-WL-MA0168-02 Miami -Dade BCCO 02-0423.03 Application Filed) DIP Rating 47.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" +17' 1'0" + 2,8" + 1'0" COP-WL-MA0169-02 02.0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17' 1'2" + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0170.02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. a O akcraff AR EKr" FIBURGI.ASS ENTRY DOORS a T.e Fbgt-E, r,0— E/i'f t"i.//r r. ate- Aprg 29 2W2 •^•^ o^err oee.. Our Continuing program of product iMProvement MAkef 1OWfkMiOnf, design grid product M a s o n i t e I n t e r n a I l O n a l C o r p o r a t i o i1 OVA subject to change without notice. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing 1'Singles1 1 COP-WL-MA0101-02 11' I 01-1031.01 1 76.0 t I NOX Arrangement1(width) X0, OX, OXO 2'0" 2'6" 2'8" 2'10" 3'0" TV 2'8" + 1'0" Not Listed Ie International COP-WL-MA0103-02 Not Listed BCCO 02-0109.10 Application Filed) r•Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8„ 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 the Masonite International websito (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akilaraff W 'fe.rure• AREK" Ivrlrelr llom nf IHHROI.ASS HNTRY DOORS r T t F6w&u E—Y 0— PRE OM— r, ; El April 29, 2002 nl. m o..utr osa. Our Continuing program of Product Imptovemenl makes 900CMIZionS. design and product Masonite International Corporation 0etall Subject 10 Change without notice. Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 1 1 COP-WL-MA0121-02 11 • I 01-1031.02 I• 1 76.0 1. NO 1'Singles1 X 2r0" 2r6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" 1 1V1 COP-WL-MA0123-02 17,711111 I 02-0109.09 Application Filed) 1 55.0 i. NO 2'8„ + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' l'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2r8r, + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 O akcraff Kr" F•IRIERCI.ASS ENTRY DOORS N T.ej Fb.iU. Envy Deer C..l/ fin • rste. inlum Ou 111r 0o0r, our Our Continuing oropnm of DloEua hl0rovanml makef soectlk>tlbne, aesbn>fIW oroEutt Masonite International Cor orationP aeud SAW 10 Mange YYIIIWul notitl. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing 2'0" TV 2'8" COP-V/L-MA0106-02 2'10" 3'0" 02-0109.08 Application Filed) 70.0 NO r'Singles X TV Not Listed Not Listed Arrangementr X0, OX, OXO rth) 2'8" + l'O" Masontte internationalMiami-Dad COP-WL-MA0108-02 02-0109.08 Application Filed) r 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + l'O" COP-VVL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0' 1'0" + 3'0" + l'O" 1'2" + 2'10" + 1'2" 17' + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8„ COP-WL-MA0107.02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" 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 the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. 0 Oak raft N',•„•1• Te erl 000K5 AR EK`" IurlrelY tram Fl0HN6l.A55 ENTRY WmT epee Herb•. E, peon 29. 2002 o.•ua oe.r. Zecontinuing program of product @nprovemem mikes foacdiGliOns, design and product Masonite I n t e r n a t i o n a I C o r p o r a t i o n detail subject to change without notice. COP-WL-MA0100-02 Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1Singles1 X 2,0„ 1 1 COP-WL-MA0126-02 I1 02-0109.07 Application Filed) I• 1 70.0 1, 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1'MultiplesI X0, OX, OXO 2'8" + 1'0" MasonVeinternationalMiami-Dade COP-WL-MA0128-02 02-0109.07 Application Filed) I• Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + TO" + 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" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O ak raft AR K" FIBERGLASS F:NTICY DOORS F Tuu PFb.-p. t"of Ooan April 29, 2002 o„•mr dFv. Our continuing program of product Improvement makes spec0kations, design and product Masonite I n t e r n a t i o n a I C o r p o r a t i o n detail subject to clonge wilhout notice. X I IIII I Unit SINGLE DOOR TYP. 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. IM11murn Fastener count 6 per vertical framing member 2 pEr horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Wougiii Opening I Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) 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 #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS 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 ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 April 29. 2002 out contmuinp ptodnm of orodua improvement mekes speciamions. M a s o n i t e International Corporation oesgn and Dtoduci dead subject to Change without notice. XO or OX i I l l l I Unit I SINGLE DOOR WITH 1 SIDELITE 6' TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 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 t t t t 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 #8 and N10 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 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. l.<I•,i.ar bGm April 29, 2002 •- o an, o.•.. Oct conunwnp vmwanl of p,oducl •nwav mem wkes spamcaiio.s. design ind produCt CPId supled to Chinde wohoul n0lte. Ox0 Unit SINGLE DOOR WITH 2 SIDELITES L6 3 TYP. TYP. TYP. CL TYP. t t t t t t T T T T T 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 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" 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 #8 and d10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & 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 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 ti eat"tt.a, t,.m April 29,2002 Masonite International Corporation Out continutno orooum of product improve owl nukes speciiiGlgns. action Ina otoauct aeuil suoiect to clunpe worw notice. OXXO Unit I DOUBLE DOOR WITH 2 SIDELITES e CL TYP. TYR 3 0 TYR TYR I II ll I II II I II II I 1TYf 1 11 11 i Il II I 11 ii i 6-8- 13- t t It It It t t t It t t t It t t t UNIT 8.0' UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYR 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 (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) 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 N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values came from Table 11.3A of ANSI/AF & PA NDS 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 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 lu.irely Irom PREM0 ar'r Elimlumor.ua neon April 29,2002 Masonite International Corporation Our continuing program or product bnprmtmem makes specillUtlOn. design and product detail subject to mange without notice. XX Glazed Inswing Unit APPROVED ARRANGEMENT: d FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Double Door Maximum unit site . 6'0' z 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 for 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-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: 00 ° 0000 an 00 000 an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 an an 00 105 Series 106. 160 Series129 Series' 12 R/L. 23 R/L, 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 O akcraff weeny AR EW r.ued..ry I,em 111HURGLASS ENTRY DOORS N T.•-ci rOw&. Emq Deer yy--ff P%IEMri0 ,Gni'n April 29, 2002 a.. m, o.... M a s o n i t e International Corporation Our condnuing program 01 product immovemeni rrutkes speculations. design and products detail subject to cwpe witrtoul notice. XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0f 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR—EW N'aad" r Te alureA r-" VIULHOLn\.l Lr N'1'M1' DOOMS N—T—d f.a•rr•u E." 0— April 29. 2002 •^ •^ o•• rr o..r. Our continuing program or product Improvement makes specification. design and product detail subject to change vdtmoot notice. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 Ll 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". Single Door with 1 Sidelite Maximum unit size • 6'0" x 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 for 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 bee'M 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 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n D 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O akcraff W ,. ,,,I•eru,n 're.rurc rl ARTEK - 1'IULrMULASS L'h"I'MY UOUNS elortTu.pu.0 F-14u E."door April 29. 2002 out continuing ologlann of WOW mtorovement makes SpCCAKo1gnS. design and product M a s o n i t e International Corp oration Beta" suolccl to change without notice. XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 no R N 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 000 129 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-805*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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR EK" 1'IULr IiGLA11 L'u't'KV DOOM W T..e,.w F—g—E,w, D= April 29, 2002 Our continuing 0100rsm of pr0cuct improvement makes specticoions. ceslgn ano proaucl acu'lsuoject to criange rritriout notice. E •[lu,ir•IY 1r•m Wren Oe•1i1, Deer,El Masonite International Corporation OXO Glazed Inswing 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". Single Door with 2 Sidelites Maximum unit size . 9'0' x 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 lot a specific building design and geographic location is determined by ASCE ]•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-WI--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: 00 00 00 00 00 000 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 ;i N no° M 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakfaraff w e, KV AR EK" ei,,..1y1em 1'IUL'1tULAtiti l: N'I'N 1' UUUN! ULIKOLAS UO Nw..T•.ou•a ranNn Envv Donn n/lA•.r April 29. 2002 mwT oo.nre o..r. Our continuing orodnm of product Improvement nukes spetitWtions, design and product M a s o n i t e International Corporation deUb Subject to crunoe without notice. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an 00 — 0 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a 0 n 0no 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-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./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 O ak,raff T., .a AR EK" e.u.rl.a, from FILLXOLAS'S L'NTK%' OOOXS 1 N Tu rOrp•u Env, Donn nnC„002 ;1, n/• I d April 29. 2002 am ou•r tr o.a.. Our continuino proorsm of prod= improvement mutes specif cafions, eesion and product M a s o n i t e International Corporation oeull suoien to cunt without notice. oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: L 0011, U 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 with 2 Sidelites Maximum unit size . 127 x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is use]. 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, stale or local building codes specify 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 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 00 0 00 00 00 00 00 001 105 Series 106, 160 Series' 129 Series' 12 R0., 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O akfaraff AR EKI- woo.• 're uureA 11I11LROLASS LNTRV DOORS t T..wM nt.%hu Env, Dee- PRF N V u..n April 29, 2002 •- 1^ p..nrr o.... Our COntinumo program 01 prOduD impr*vtmMl malts SMilkmons, design ar10 woduel M a s o n i t e International Corporation 0elat aubleCl 10 ch nat r/i1now n011ce. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 pp 404 Series 410 Series 109 series 114, 120. 122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: o a a13 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-805*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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft mod. r. AR-4 EK" _ [.(luu. ar rro I'1BLk(;LA1ti CN'KV 0(I 9.% N T.. d ii.reh.r[nj Omr . April 29. 2002 . m o..n"'••,• our Mtinwrld dropr[In of e(ddodt IrrldrOvenoci t m[[ef soe d" om, deflen and wodom M a s o n i t e International Corporation detail suoiecl to change without notice. XX 1 1 r I Glazed Inswing Unit I APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS 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 site • 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 requirements for a specllic building design and geographic location is determined by ASCE 7-nalional. state or local building codes specity 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: 00 00 622 Series 1/2 GLASS: ql 00 404 Series 108 Series O akcraff AR EK" 1'IaL'IEOLASS 11N'rK1' DOORS I T —d rA.rtl.0 Env,,Door. rKMEM RK l— J at April 29, 2002 o•.nl,, o..r. Our continuing program of 0,04uCt imorovemenl snakes SDeciUealioft design and product M a s o n i t e International C o r p o r a t i o n deUil turtieCl to UUnge without notice. 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: 01 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 Oakcraf w . ,. ra. AR EK" f e.riurr.•ly lwm 1'IIIL•KULASS LNI'X1UUUMN ebrr..arM rO•ralarr Env, Dear. PRE/ N van(.u.J.r. I -! April 29, 2002 o.. L„ o.. M a s o n i t e international Corporation Our continuing program or product improvement makes specifications, design and product detail subject to Change without notice. XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O r;•,F r ar:; 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 a 6'0' x 87 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 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-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: am oa 822 Series 1/2 GLASS: 0 a as 404 Series 108 Series Oak raft ARTEK` F11J RGLANS LNTKY•DOOK\ N T—dN—,h„entry Dow. April 29. 2002 i.m ov•utr 0-1 0ur conunuing orogram of oroduD improvement nukes SMitiGtions. design and product M a s o n i t e International C o r p o r a t i o n deud suoiect to cmnge .nnom nonce. XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: 0 450 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 EK' 11I0111tOLASS L'NTNY Dooks PI.n.T •rrv.l WMhn E—,Door nn"(,/„ s April 29, 2002 oV.m, o.... Our continuing program Of Product Improvement makes specificsibns, design and product M a s o n i t e International Corporation deDd supleci to orange ..[hour nonce. OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 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 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 specific building design and geographic location is determined by ASCE ]•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: MM as as 822 Series 1/2 GLASS: a as 404 Series 108 Series 0 O akcraff AR EW T r.. I MIpL'NOLA55 L'NTM\' UOONS N.,tA.e,ne idwsl.0 Fny Doan.toa April 29. 2002 M a s o n i t e International CorporationourcontinuingpfollfamorDroduclimprovementrnateSspadications. design and product deal) subject to change ritnout notice. Oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: c•.e 810 Series 300 Series APPROVED SIDELITE STYLES: 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 O akcraff EK'" I K',.oi- ,. 're•eureA r1 L•<lueir.ly 'tom VIUUNO LASS L'f+'I'NY DOORS remT nw.a /iarUu Every Doan aZ-,/,.,,oa„ PREM J ® April 29. 2002 n•i m ov.uer Co.— Our continuing ittogrem or product improvement nukes specifications, design and product M a s o n i t e International C o r p o r a t i o n detail subject to change without notice. oxxo i t I I Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: p ';+c o p•. 1% l i rs niitth'A::M lam Double Door with 2 Sidelites Maximum unit site • 12'0- x 8'0- Design Pressure 40.0/-40.0 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 8'0". 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 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: 1/2 GLASS: as 00 022 Series U a 00 404 Series 108 Series a Oak raft N'..n.. r• n Te.rure.l AR EK" IrIa LMG Ln 55 L'NTM1' UDONS Non•T .00.e FA.rcpu Envy Donn PREM:IC::G.n.e• aJ April 29.2002 mwm o..uq o..rr C/C/ our Continuing program o1 p CI= innorovemMI m14ci foeCllk2l1onS. design Snd product M a s o n i t e International C o r p o r a t i o n detail Subject to Cnenge wiftut notice. OXX0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 8'0" FIBERGLASS DOORS a 810 Series 300 Series APPROVED SIDELITE STYLES: 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 Oakcraff AR EK' w.,na•xr+,n r.. .a E.rluu..q nom 11IeLRCLASS L'W'rKN- 000ks r t-dFb quu Ent" Ck— rAU"1 VIa (.n ns. April 29. 2002 . n o..w" o.... our Continuing program Of ptoduct improvement makes specifications, design and prddat M a s o n i t e International Corporation derae Subject to change't/imm notice. 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 site = 6'0' x 61' Design Pressure 55.0/-55.0 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 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-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 00 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M N U 00 00 an 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA, 23 R/L, 24 R/L 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 ARTEK" I'IOLXGLASS L'NTRY 000NS N-.T—,w f4.rel.0 en" Own ® April 29, 2002 • mr m Our continuing Program o, Product imDrovement nukes seeciacations. design and Product M a s o n I t e International Corporation CCU,, subiec, to cMnge wnnout notKe. XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: it nn on 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*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). aa 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 U O akcraff AR EK' alu.lrely from YIUL'116LA}S 11N'1'N\',000KS T, o drasp,, env, 0—ni U'er1 =;1/fina f April 29, 2002 Our continuing program of product improvement makes $Decifketiom, design and product M a s o n i t e International Corporation detail Subject to change without notice. r XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS 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 site . 6'0- x 8'0- Design Pressure 47.0/-47.0 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 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-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: 00 404 Series D>ID 0o 00 822 Series FIN 108 Series Oak raft w,.,... T.,r...t AR EK'- n e.al.i..lxlram 1'IDL'ROLASS L'NTRY DOORS Nan.T, d—!xb.qu, Em"D. PREMD0"nl/- © jIIC./-I a.- o..ur. o.... April 29. 2002 Our cominuBtg program or product improvemem mates speclliGtions. design and product M a s o n i t e international Corporation detail subject 10 ettange without notiCa. 4 IN a-Mr- I I I fi-I ICI C M M.- - 7 11 OWNMM7111FIMI CAONIS DOONtlBILItS LP ro r-o• INKN MNstsr aF S4) sECFaNs /Sq.NI. ) OOOTLS OAER2' THICK Y-0• HILCA CON95T C (3 SECTIONS ( T 9NDMN 3) pr MWrE SR£S fpt 16' wtOC GOON. wcn a Ao{a3n c (ARiwc`m i1 N) I kkIII IIilA A A L OPTIONAL OUTSIDE NERVED LOOT POSITION LLAL DOOR WOM - If-0' f85DE LYd80t5 AMTET I a LAG SCREWS NN 19 CENTERS. I DID IJN. FRONT FRNE NM U.V. coMINC ON OUTSIDE SURFACE USER RQ1Dm. LIE; SCREWS WT BE COIME SIRN BET NOT RECRam) TO FWAOE A FLUSH IIOINTNG SURFACE. HORLIGKM JAIOS DO Nor TRANSFER LDAO. A SM GLASS OR OPIKTrAA1 10y'RrW 11. A,M UAE IrwOON UIE 2 1 1 REVISIONS DE: I ECNO. A N PPVD: DESCRIPTION I I " o I - I WWW I Ott (1) WAS (2) FOR (RACK DOLT 20 u W. ETD SRB ATTACHED ro DOOR Sn" YT11 PATENTED TOCi-LDC SYSMJ OUP. BOTTOM • CENTER). g HOIOZONTAL TRACK SUPPORT DOOR Y6ULLE1 ( TO S IJ G rxV. SEER Fuc BRACMET. 3) 5/ 1a 3ON f0 . DDo JAID REIN 6-.1- . 1-s/e' .oao LAC uNRT.s. LISTED ITS: D°USUE TT Mas..,BAI> 4n WI. HEADROOM IS AMABLE AS AN OPTION VEW t' Y CALV. STEM TRACK. t, W. FRAC(-" w:sS: DCO• I= ON O p r19GO, STEEL.. 2-1/2".12 W. STEEL. MACK OIAOQT. ama (.) TEND( BRACKETS PER ME. TOO) POINT LOCIONC n LNR TOP BtAgRT REPORT#9606C 3' . 20 G U-0NM U-BARS N A 2-1-2-1 - PATTERN (IL TWO U-BN6 0. BORON SECTION. ONE U-sV6 ON "Off SECTION. ETC.) /14d/ B' SQT 1ErAl SORVS p D`/i 4 fED NNFfS IB c._ N - NIFRIErINI EHINGE DRIES STOP NOIRDILc BY DOOR NSULLER OD RICO WON f2o u W. cALv. "m Do sr" 2.8 YEIDN PINE JAMB 20 G CALV. Sim NTEL S7ILL 110LDED INS" S117T1ON B-B - DRAOQES 45T&0 ro .0M 14JO7 J' I aG W. SRR LIFE RELATOR /NL]// 4• PIN HEAD SORE' ABM ONE ]/INiAI-3/B" IOC SCARW SKIN WMm NAM 0-40 W. (10 SCREWS PER UM ra,. AfgAO1rS ON II CENR76 (C-90 PER DEACK BUORT. ALVAMZW, BII®-ON PRYER, W`L01 SC1Rw5 ON 12-I/x" CONAEb (2000 1R(RUE PER RwCR) IB G CA V. Sim WINTER H LOOMA/O A BV®-011 POLIESAER SwP Ur6N E'oL OONQE7Ej. RAiI[i6 NO110CD RIN TOP COAT APPILD TD DOM 12 G CxV. STEEL TOP ONNO YFRTICi FRACIL SIF2:E A11010NRS T' O D. b4..1901 RCOIIENm 2- CALv. Sim TRICK rASTENED roCA CAIv. Sim rt011fR f ro IlNlpt. SEES • .) SEES Or STm SM. ROLU BRACKlT. TART ONE SNAP LATCH ON NEM wcpR AN0ID16 WT B[ COTRNAERSRK tx G GALV. SEER TRACK BNALIHER.TEKD ro BBRAG ET ATTAOHEo . ) EACHSDEOF DOOR. (gR HOT r,M,,,D) ro PMNDE A TTIlSA TRACK ATTACHED ro CAW BRAORT d/e'9Er MEGLSf±R'.'S40/TICS/B" SMEE IIEM NRA. STILE IIOAARILAG SII6ACL IAORZOTK YIDS 00 Mr WIFN ow I/4•.3/B" Dar • TOT1 •.3/4 SFlF IAPPHEIO SCENTS PER DO HtICL SIP LAP JONTi. 1 SCREWS. TRANSFER LOAD. OR TWO) 1/4• CIA, MEETS. rA U-BAR 20 Cl C04. , Sim W. RILD STRE M: 50 KSi LJ , I- H- I/B' T 4 OUTiOC KLIED NAIQE 2' OP, 910Nr SIEY1, 10 BAJL Sim REEFER 14 u CAyv. STEEL EACH ENDEND SRLRK b1O.. MAWESTEWIIP ID. L ATETDN [{ FLORIDA PL /4M93 CHO HENCE. TO FAIR LATER, PREPARATION C RuesM: ODES- NORM CAROU4A PE 123612 D E•3/.' N90E IWOIEOILSHEET (4) '.3/i SELFnTSrr mm K LOCK BAR N DESIGN LOADS: +24.0 PSF & -24.5 PSF P TANAc SCAM. I.T. aMvxaPt10N RWJt ON9IE-Z: FC DESON OF 11E SiPORrNO STRUCRRUL EDEE05 OF TEST LOADS: +36.0 PSF & -37.0 PSF P "G, HANDLE EACH SIDE C 000RSULL NIE THE MSPOrNSTBILITT C THE PRacsvauL RECORD FOR THE BUILDING OR STRUCTURE AM N AOCCHEINNC RIM CURRENT BUILDING CODES FOR THE LOADS LSED ON A> O.A ts- IT, G CAIv, STTIl U- BARS CIO M A 2-1-2- 1 PArIF IN (I.L M1O U-GWS Srlt NEXT SIDE BEST LOCK ENGAGES INTO grrcx 06 ORtwNG. ON, Rim ON aortal 4CTgN, dNE U- Bw ON SECTION EEC. EN U-aMR ATTACHED TRAGIC ONE Loot ON AareL. OR UI k- SW. d Om. r.:.• TOLERANCES 12 6FA SL 5 le I600 cnaMwb aH /szoz IDEAL O WIM I/i .32SELFTAPP.4C SCREWS NSF STILE LOCATION. EAOA SIDE CO- Dom. yam• BgmC a.. A... o.,.: r •.m a. -.a TS 4Aac ar. 0 - f. 03 1-CIS-l81-fD08 Ed N. W1.04 p00utF. 11i1-SAS-T62-3519 NSEff v IrA., > rN4fAw 00 . L.015 DESCRIPTION: MODEL 6RSi W4 16-0 A 8-0: 24 -24.5 DESIGN LOAD IOcK OFTdN A3 a M. srm IIOTTaA NRGCKCT.. w.A : 000 t.005 DODO . f:.001 DRAWN BY: DMM DATE: 4/18/00 SCALE: NTS OWE. R ATTACHED WITH (2) /14.3/ B' STREET WIN. SCREWS. //l A Z ' III Deg,— 2 1/ 2' CHECKED DY: M1VW GATE: 4/18/Oo SHEET I OF I SIZE I-) A ALULANUOL EXTRUSON / / 'j WNrL A. uRAFRSTRP, i third ", c Proj"Gt 11 sw- Mne. - o1NENvons ARE IN Nc1a5. DWG. NO.: 102138 REV. N0. 1 3 2 t 7 l : wi l.. is 41 •. h I •/ 1j I . IN s7 3 A 4- MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 CA. STEEL SKIN) I I (1) INTERMEDIATE SnLE XATTACFHED W TOC-L-LAC OP h BOffJ URET}W1 AOLIESIVE ( G CErITEIY) r J Q •— lx M W - 3 ' I I OPTIONALOUTSIDEOIIISIDE KEYED LOCK POSITKW MAX. DOOR WIDTH 9'0' T O / 14x5/8- SHEET METAL SCREWS 3 LISTED OPTIONALOWCLASSORI a' ACR LX UrES AVAILABLE EE SECTION B-8) END STILES ATTACHED i0 DOOR PATENTED TOG-L-LOC SYSTEM TTOM k CENTER). vIN. 4ATOPI- REPORT#9606C 25 GA MIN. GALV LOCK POSITION STEEL SKIN COATED WITH A BAKED -ON PRIMER. BOTH sIDEs) AND A BAKED -ON POLYESTER TWO POINT LOCKING TOP COAT APPLIED TO BOTH QATAPPLIEDSIDES OF STEEL SIGN. ONE 3' TALL x 20 CA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION a ` NOTE I DOORS UP r0 7'-0' HIGH CONSIST OF (4) SECTIONS SHOWN . JJJ! llO yy DOORS OVER 7'-0' HIGH CONSIST OF (s) sEcna+s (r oT sH&N). C9 1/ 4•x3/4' SELF F-TAPRNG SCREWS. 14 GA END HINGES IB CA INTERM(DIATE HINGE VIEW ' C 2x6 YELLOW PINE 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 (RACK FASTENED TO 12 GA. CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT h NUT OR TWO 1/4- DW. RIVETS. 2 REVISIONS REV. NOI ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION I I AIL 1 11/00 1 - I MWW I CITY (1) WAS (2) FOR Twat BoLr 2" TIWX 3- TALL U-BAR 20 GA GALV. STEEL d ,. r 1- 7/8- = 16 a. CAW. Src- raP B T`n LIRA) 14. 5/a' SHEET METAL SCREWS. SHP LAP J00113. 14 a CALV. STEEL END 14x4GE EACH FASTENM TO ENO W. 0 146 t ( 4) 1/4•.3/4• SELF EAFswG SCREWS. 3- TALI . 20 GA CALV. STEEL u-aw. ow U-w PER sEcnOK EACH U-BM ATGaED In1t1 t 4•.S/a• SLLF TAPf7E: HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 GA. CALV. STEEL FLAG BRACKET. E EACHFASTENEDTOWOJAMSWITH 3) 5/ 16'.1-5/8' W000 TAG SCREWS. H9M DOUBLE TRACK TRACK CONFKXMTI Low HEADROOM IS a x AVAILABLE AS AN OPTION 52 2" CALV. STEEL TRACK. Imm io U MIN. TRACK THICKNFSS:.060' x TYP. 2- 1/2'. 12 CA GALV. STEEL TRACK BRACKET. z 4) TRACK BRACKETS PER SIDE. a nro 0LHRTOP BRACKET SatEWS SIZEUX'Af10N. DOUBLE HORIZONTAL LL.LFRONTFRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK LOW HEADROOM OPTION 1 L13G•_ GkL . STTI .7rrou VER L JAMB ATTACHMENT (W000 FRAM NYNCST; B "CKET. ATGaED MTN TWO A n 1/2-. 3- LAG SCREWS ON 24` CENTERS. 1' O.D. MIN. /14d/B SHEET METAL SCREWS. 11 WASHER REQUIRED. TAG SCREWS MAY BE COUNTERSUNKSSB CLASS OR OPTIONAL 10 SCREW WINDOW BUT NOT REWRED) TO PROVIDE A FLUSH MOUNTING IITABEpSrw. 1/a ACRYLIC LITESECTION B-e SURFACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. __ STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. GALV. STEEL END STILE 20 GA GALV. STEEL INTER. STILE SECnON A - A (SIDE VIEW 8x3/4" PAL HEAD SCREW VERTICAL JAMB ATTACHMENT Fc- MOLDED INSIDE (10 SCREWS PER LITE) END 2 000 PSI MIN CONCR CO LIMN : OL REfANFR 3 8'x4' SLEEVE STILE ANCHORS ON 24" CENTERS (80TH UNTE — C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 1/4-. 4- TAPCON SCREWS ON 24- CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1' O.D. MIN. WASHERS REWIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUIRED) t0 PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JA/B$ DO Nor TRANSFER LOAD. OUTSIDE KEYEDAN HDLE 18GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STELES W/(4) 14xs/e" SNEET METAL SCREWS 14 GA GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) tMILLS 8 SHEET META. SCREWS AND 4) 1 4'.S/4" SELF TAPPING SCREWS PER END HINGE SNAP LArCH ENGAGES Sill. ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. SEND STILE INSIDE HANDLE PREPARATION OF JAMBS BY OTHERS_. `2- DNA. SHORT STEM. ICI BAD. STEEL ROLLER. JAMB CONFIGURATION br.E dam" Ud. x. Sat.d 4111ww.. TOLERANCES — SECTION C- C ' h..""° ...1..... o c.ee a ..a cs41.k .0 t.03 N0 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBIUrY OF THE PROFESSIONAL OF i' RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCEi nj A, F m 1w. ..r.... ... c• 00 2. 015 000 t. 005 0000 1. 001 J . WITHCURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTEMELD. P.C.PEj,A•/A. 1 „e ,a'." Degrm tI/2 FLORIDA P.E. 48495 i 4. tN.d Angle THIS DRAWING. NORTHCAtoLUNnP. E. /23832 l FVojectwn - 1.a., S1a w ottw. .. DRA14SIONS ARE m nOC OUTSIDE RA NDLE LOCK BAR ENGAGES IN TRAGIC ON EACH SIDE OF DOOR. 1 C IN DESIGN LOADS: + 25. 0 P.S.F. h -32.0 P.S.F. TEST LOADS: +37. 5 P.S.F. R -48.0 P.S.F. PART NO.: - IDEIAL 3111'AH 4 202 A r iU- mi- 48M 4LLxAEO(\4. 10R Fm No. 1-513-752-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM I DATE: 4/1B/00 SCALE: NIS DWG- R CHECKED BY: MWW DATE: 4/18/00 SHEET I OF I SIZE L DWG. NO.: 102137 1 REV. NO. I WN m A 7 All CD A cci ALL PLACED I PLY HGR- J GTICEH REVIEW ALL SPAN DIMENSIONS--BRQ WALLSING ouwso »PpnovwL- x / JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: LOAD:SHINGLES C CU SPA O/H: 12" AA^7-321-14\40 BY. T-H. JOB NAME: MODEL 1965 "D" ELEV. BRG: BLOCK i v MiTeke August 7, 2002 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings. Job DR 1965F Builder D. R. H ORTON Location STANDARD MODEL. 1965, F&D ELEVATION County SEMINOLE 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) 21 Truss drawing. 2) Truss Index. r August 7, 2002 Junaidie Budiman, PE The seal on these drawings indicate acceptance of'professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building; designer, per ANSI/TPI 1-1995 Sec.2. TIUSS INDEX OF JOB DR1965F Trussesinduded=21 0,"\DR1965F\a.tre" 13634707 1,"\DR1965F\a11.tre" 13634708 2,"\DR1965F\a13.tre" 1 3634709 3,"\DR1965F\a15.tre" 1 3634710 4,"\DR1965F\a17.tre" 13634711 5,"\DR1965F\a19.tre" 13634712 6,"\DR1965F\a2.tre" 13634713 7,"\DR1965F\a7.tre" 1 3634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1Are" 13634716 1 0,"\DR1 965F\ag2.tre" 13634717 11,"\DR1965F\b.tre" 1 3634718 12,"\DR1965F\bg.tre" 13634719 13,"\DR1965F\cg.tre" 13634720 14,"\DR1965q.tre" 13634721 15,"\DR1965g1Are" 1 3634722 16,"\DR1965F\k.tre" 1 3634723 17,"\DR1965F\IAre" 13634724 18,"\DR1965F\m.tre" 13634725 19,"\DR1965F\s.tre" 1 3634726 20,"\DR1965F\sl.tre" 13634727 ptE BUQ r No. 4.5161 0 STATE OF e M9 VS. August 7, 2002 A WARNING - VerVy dent yn parameters and READ NOTES ON TBM AND RE VERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. this design Is based only upon parameten: shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction Is the rasponsIbUlly of the erector. Additional permanent brbc,ng of the overall structure b the onponslbUlty of the building designer. For general guidance regatdi g tobrloatlon, quality conhol, storage, delivery, erection and bracing, consult QST-86 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Rate institute, 383 D'Oro:tllo Drive, Modbon, Wl53719. MiTekm 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. 0 For 4 x 2 orientation, locate O plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Hambevhg 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 ATTHE LOWESTJOINT MtTek/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 40 11 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. MiTek® 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 i at joint locations. a 4. LINess otherwise noted, locate chord splices o at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM 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. FORM018.019 ® HMRO.A/RO Job I russ I russ i ype ty y a 13634707 DRV65F A ROOF TRUSS 16 1 optional) MiTek Industries, Inc. 4.201 s ug r e Industries, Inc. Wed Aug age 11.0.9 7-1-3 13.6.10 20.0.0 26-5-6 I 32-10-13 I 40A-0 1 1 I 41-0-1 1.0.0 7-1-3 6-5-6 6.5-8 6-5-6 6-5.6 7.1.3 1.0.0 Scale = 1:73. 5x6 = 5.00 j-T£ 5 5x6 i: 5x6 4 6 2x4 2x4 Ai cc 3 7 2 8 9Id61 3x = 14 13 12 1110 x = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 - 10-3-14 20.0.0 29-6-2 1 40-0.0 10-3-14 9.8.2 9.8-2 10-3-14 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 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Hofz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1:5t LC LL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D ROT CHORD Rigid ceiling directly applied or 0.2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-224(load case 5) Max Uplift 2=-984(Ioad case 4), 8=-9840oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-:1345, 7-8=-3714, 8-9=14 BOT CHORD 2-14 = 3396, 13-14 = 2826, 12-13 = 2826, 1 1.12 = 2826, 10-1 1 = 21326, 8-10 = 3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES ( 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 18 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSIlTPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No. 4.5161 ;t b a r i SITATFOFs aniaL August 7,2002 A WARMNO - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valld tot use only with MRek 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 Incofporatlon of component is responsibility of building designer - not truss deslgnet. Bracing shown is for Moral support of Individual web members only. Additional temporary bracing to Insure stability during condiuctlon is the responsibility of the erector. Addillonol permanent brbctng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deevery, erection and bracing, consuR CST-&S Quality Standard. OSI.89 $racing Specification, and HIS-91 Handling InstallIna and Bracing Recommendation available from Truss Plate institute, 593 D'Onohlo 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, property W securely seat. J2 J3 J4 owner and all other interested parties.. F TOP CHORDS 2. Cut members to bear tightly against eachuc other, WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8"from outside edge of O a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromcepanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in it 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. 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 ofBEARINGothersunlessshown. 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. ti CLIP FORM018,019 a+ *uu ® MMRO,AIR® Job I russ I russ I ype Qty y 13634708 DRV65F A11 ROOF TRUSS 1 1 optional) MiTek Industries, nc. 4.201 SITf-s—Xu-g`-=3le Industries, Inc. Wed Aug age 1-o-R 5.9-14 11-0.0 17-0.0 23.0.0 F 29.0.0 I 34-2-2 I 40-0-0 111I11 1-0.6 5-9-14 5-2-2 6-0-0 6-0.0 6.0.0 5-2-2 5-9-14 1-0.0 Scale - 1:71. 5x6 - 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 FT4 2x4 2x4 3 8 Nel\ Ea to- 1 2 d 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x6 = 3x8 - 3x8 = 11-0-0 20.0-0 29-0.0 40-0-0 1 1-0.0 9-0-0 9-" 11-0-0 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 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1:st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8.0 Max Horz 2=-134(load case 5) Max Uplift 2=-1082(load case 4), 9=-930(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4.15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 ==-854, 7-11 =872, 8-11 =-368 NOTES (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 18 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 8 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 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard IS p t• t : P10, 4.5161 iSTATEOF August 7,2002 A WARNNc; - verM deign pamismitere and READ NOTES ox Tars Am REVERSE: SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is for an IndWuat bubding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b tesponslbplty of building designer - not truss designer. Broclng shown is for lateral support of Indivlduol web members only. Additional temporary broeklg to Insure stabbtty during eondiuetlon is the responslbl6fy of the erector. Additional permanent brbcing of the overall structure is the responsibility of the budding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consub QST•811 Quality Standard, OSO.89 Bracing Speclfioatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Instltute, 583 D'Onohlo 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 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.. y TOP CHORDS 2. Cut members to bear tightly against each cz c other. cc WEBS JS 3. Place plates on each face of truss at eacha*F,or 4 x 2 orientation, locate i ; Q joint and embed fully. Avoid knots and wane lates/e" from outside edge of O a at joint locations. truss and vertical web, a o 4, Unless otherwise noted, locate chords lacesP 4at panel length(" 6" from adjacent joint.) u C? C6 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. t 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 toad 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, 401 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 CLIP FORM018,019 r. Job I russ truss type QtY Ply 13634709 DRV65F A13 ROOF TRUSS 1 1 to tionaq LONGWOOD, FL, 1 e Industries, nc. 4.201 SIfT-s-Xu-g I e Industries, Inc. Wed Aug 07 age 6-9-14 13.0-0 17.8-0 22-40 27-0-0 1 33-2.2 F 40-0-0 11-0-011-4 1 1 1 1 1-0-0 6-9-14 6.2.2 4-8-0 4-8-0 4-8-0 6-2.2 6-9-14 1-0.0 Scale 1:71.3 5x6 = 2x4 II 3x4 = 5x6 - 4 5 6 7 5.00 j1F 2x4 \\ 2x4 // 3 8 2 9 0^ 1 1 1 d d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 - 3x6 - 3x8 - 3x4 = 3x6 - 3x4 - 9-1-14 17.8-0 22.4-3 30.10-2 } 40-0.0 1 9.1.14 B-6-2 4.8-0 8-8-2 9-1.14 Plate Offsets -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vdrt(LL) 0.34 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Hr)rz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 t:ct LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-9.8 oc purlins. BOT CHORD 2 X 4 SYP No.2D EDT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 1540oad case 4) Max Uplift2 = -1 065(load case 4), 9=-8960oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1.2 =14, 2-3 = -3759, 3-4 = -3463, 4-5 = -3281, 5-6=-3281, 6-7 =-,1281, 7-8 =-3463, 8-9 = -3759, 9-10 = 14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES (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 18 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 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) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard 9Irpppppp 4 No. 4.5161 Y O B1'ATE OF V August 7,2002 AWARNINO - Verify design parnmetere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameter:) shown, and is for an Individual building component to be Installed and boded vertically. AppBcobmty of design parameters and proper Incaporatbn of component is responslbll8y of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bating to Insure stability during construction is the responsibility of the erector. Additional permanent bAicng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage• delivery, election and bracing. consuff CST-811 Quality Standard. 0311•89 Bracing Specification. and HIB-91 Handling Installing and Broclrlg R4scommendatlon available from Truss Plate Institute. SS3 D'Onofrb Drive. Madison, WI5371 V. M iTek® symbds HumCowhg SyOem ANG(anerd sav(Wy mofts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 *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 eachf- c2 c other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 , ; Q3: O joint and embed fully. Avoid knots and wane plates/a" from outside edge of a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 4 atpanel length(+ 6" from adjacent joint.) casC, u 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 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 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 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 ILI, @ PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018. 019 fMRO,A11R® r Job I russ truss lype ty y 13634710 DR%965F A15 ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, nc. s ug 20 203111 MiTekIndustries, Inc. Wed Aug age 7.9.14 15-0.0 20-0-0 25-0-0 I 32.2-2 I 40-" 411.01 l I 1 1-0.0 7.9.14 7-2-2 5-0-0 5.0-0 7.2.2 7.9.14 1-0-0 Scale - 1:71. 5x6 = 5.00 rf7- 2x4 II 5x6 = 4 5 6 5x6 5x6 3 7 7 2 8 1 g d d 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10.3.14 _ _20-0-0 29.8.2 40-0-0 l 10.3-14 9-8.2 9.8-2 10-3-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vr:rt(TL) -0.62 10-12 > 765 BCLL 0.0 Rep Stress Incr YES WB 0.40 HOrz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1:;t LC LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* IOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D EDT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-174(1oad case 5) Max Uplift 2=-1045(1oad case 4), 8=-925(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3.14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10==685, 7-10=-448 NOTES ( 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 18 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/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 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p irG13No. 4 5161 STATE OF ORVo'' onraL August 7,2002 A WARMNO - VerVy deafyn parameter: and READ NOTES ON THIS AND REVERSIS SIDE BEFORE USE. Design valid for use only with MITek connectors. This design b based only upon parameter shown, and Is Rx an individual building component to be Installed and loaded vertically. Applicability of design parameter and proper Incorpotation of component Is iesponsibillty of building designer - not buss designer. Bracing shown Is for loteral support of Individual web members only. Addttbnal tompoiary bracing to Insure dabillty dufing construction Is the tesponsiblllty of the erector. Addttbnal pefmonent bracing of the overall structure Is the responslbillty of the building designer. For genetol guidance tegaiding lobilcatbn, quality control, storoge, delivery, erection and bracing, consult OST•85 Quality Standard, DSI•89 Bracing Specification, and MIS-91 iTek® HandlingInstalllnaandBracingRecommendationovallablefromPlateateinstitute, US D'Orlof to D1Ne, Madison, Wl5371 V. M PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property/ t3/. * 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 securely seat,' building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i w ; , ; a: joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a 7 v at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPI/ 4at panel length(' 6" from adjacent joint.) ca 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 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 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/DILHP 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. CLI P Job I russ I russ I ype ty y 13634711 DR%g65F A17 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 S F.T—s ug 20 20)1 MiTek Inc1u—s—trI`es-,Tn—c—.-Wec1Aug age 6.1.3 11.6-10 17-0.0 23.0-0 1 28-5-6 1 33-10-13 I 40-0.0 11-2-Q11-0-9 1 1 1.0-0 6-1-3 5.5.6 5-5-6 6-0-(, 5.5-6 5-5-6 6-1-3 1.0-0 Scale - 1:71.4 5x6 = 5x8 = 5.00 F-1T 5 6 3x4 i 3x4 4 7 5x6 - 5x6 3 8 2 8 10 1d] Iv d d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 8.4-11 17-0.0 23-04) 31.7-5 1 40-0.0 I 1 1 8.4-11 8-7-5 6-0-C• 8.7-5 8-4-11 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DIEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 V':rt(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vr:rt(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 HOrz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D E•OT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-194(load case 5) Max Uplift2 = -1 023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES (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 18 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 II, 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 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/l45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 3 lFi•' v No. 4.5161 0+ ; T'ATE OF z OR 1oIV o. 1will"11111. August 7,2002 A WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSI3 SIDE BEFORE USE. Design valid rot use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Mcotporatbn of component Is tesponslblBty of building designer • not truss designer. Bracing shown b for lateral support of Individual web members only. Additional tompotory bracing to Insure dablItly during construction Is the responsibility of the erector. Additional permanent brbctng of the overall structure Is the sesponsbplty of the building designer. For general guldonce regarding fabrication, quality control, storage, depvery, election and bracing, consult OST•68 Quality Standard, OSS•89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Orlohb Drive, Madison, WI53719. M iTek® 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, property a securely seat. FE J2 J3 J4 owner and all other interested parties.. A111 -. TOP CHORDS 2. Cut members to bear tightly against each c a 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 I/8" from outside edge of O a y u at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 1/4at panel length(' 6" from adjacent joint.) C, u 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 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.010 fMRO,AIR ® r Job 1 russ I russ I ype ty y 13634712 DR%965F A19 ROOF TRUSS 1 1 optional) LONGWOOD, FL, r e Industries, nc. I s ug I e Industries,Inc. aAug age 1-0-9 6-9-3 12.10.10 19-0-0 27-1-6 { 33-2-13 1 40-0-0 A10--0121-0.0 tt 1-0-o 6-9-3 6-1-6 6.1.6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0Scale = 1:76.2 5x6 - 5x6 - 5.00F1F 5 8 3x4 i 3x4 4 7 5x6 i 5x6 3 8 2 9 to- 1 14do 3x8 = 16 15 14 13 12 11 3x8 = 3x4 - 3x6 - 3x4 = 3x4 - 3x6 - 3x4 - 9-9-14 19.0.0 21-0-0 30-2-2 40-0.0 f 1 9.9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI D'._FL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 Matrix) lst LC LL Min I/defl = 360 Weight: 203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20) IOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13==-863, 7-11 =560, 8-11 =-408 NOTES (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 18 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/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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/l45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard n t No. 4.5161 •$ STATE OF A' s %,0R1Qft L August 7,2002 A WARNING - VerVy design pararrwtern and READ NOTES ON THIS AND REVERSE WDE BEFORE USE. Design valid for use only with MITek connectors. This design b based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. AppBcabMy 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 brbcing of the overall structure Is the responsibBliy or the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-14 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handllna Installing and Brocing Recommendation available from Truss Plate Institute, 593 D'Onohlo Drive, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 re-1'4 * Centel 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. EE J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each a c other. WEBS J5 a:3. Place plates on each face of truss at each o; For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o a E at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I14 atpanel length(+ 6" from adjacent joint.) CABOTTOM 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 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 BEARINGothersunlessshown. 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 GANG -wad ® #fMRO, AIIRO Job I russ truss type ty y 13634713 DR%965F A2 ROOF TRUSS 2 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRT—s-Tu-g Ned Aug age 11-0-q 7.4-14 14-2-0 20.0.0 1- 23.0.0 28-5-6 33-10-13 40-0-0F1II1 41:0-0 1-0-o 7.4-14 5.9-2 5-10.0 3.0.0 5-5-6 5-5-6 6-1-3 1-0-0 Scale 1:71.4 5x8 = 5 5.00 FTT 4x6 8 2x4 11 4 7 Sx8 i 5x8 3 1 16502 - 8I3x4x8 = 8x8 = v 2 9 d 1 107 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 II 2x4 II 5x8 = 2x4 11 1 7.4-14 { 14.2.0 20-6-0 23-0.0 28-5-5 33-10.13 40.0-01 7-4-14 5-9-2 6-4-0 2-5-0 5-5-6 5-5-5 5-1-3 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 0.54 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANS195 1st LC ILL Min I/defl = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=224(load case 4) Max Uplift 2 = -476(load case 4), 16=-1021(load case 4), 9=-587(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -837, 3-4 = -327, 4-5 = -327, 5-6 = 1791, 6-7 =1387, 7-8 = -223, 8-9 =-839, 9-10 = 14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (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 18 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/ANEi195 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 476 lb uplift at joint 2, 1021 lb uplift at joint 16 and 587 lb uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard r p// j t • N0. 4 5161 Y O STATE OF OR COV, ania4 August 7,2002 WARNING - VarW design paranseters and READ NOTES ON THIS AND RE VERS T SIDE BEFORE USE. al e Design valid for use only with MITek connectors. This design b based only upon parameters shown, and It an Individual bu8ding component to be Installed and loaded vertically. Applicability of design parameters and proper In=poratlon of component Is responsibility of building designer - not huss designer. Bracing shown Is for lateral support of Individual web member only. Additional Ufmpofory bracing to Insure stability during condiuctlon Is the responsibility of the erector. Additional permanent brbcing of the overall structure It the responslblilfy of the building designer. For general guidance regarding fobrloatlon, quality control, storage, delivery, erection and bracing, consull OST-e8 Quality Standard, DSS•89 {racing Specification, and HIS-91 Handling Installlna and Bracing Recommendatlonovalloble from Truss Plate Institute.583 D'Onofrlo Drlve, Madison, WI53719. M iTeke PLATE LOCATION AND.ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 Q O For 4 x 2 orientation, locate plates I/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbeftu) 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 ATTHE LOWESTJOINT MITek/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 40 11 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. MiTek® ANG(an(ST(d sav(Wy 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 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. FORM018.019 HMMO,AZRO Job russ i russ i ype Qty Ply 13634714 DR1ti965F A7 ROOF TRUSS 1 2 optional) FL,'MiTek Industries, Inc. 4.201 Slfl-s ug e Industries, Inc. Wed Aug age 11-0-4 3.9.14 7-0-0 12.3.7 17-5-2 22.6. 14 1 27-8.9 1 33.0.0 1 36.2-2 1 40.0-0 1t-0-01111 1-o-0 3.9.14 3-2-2 5.3-7 5-1-11 5.1-' I 5-1-11 5-3-7 3.2.2 3.9.14 1-0-0 Scale = 1:71.3 9xl7.5 M1116 = 9x 17.5 M1116 = 4x6 = 7x8 = 4x8 = 2x4 II 5.00F1'£ 4 19 20 5 21 22 2E 24 25 726 27 28 8 29 30 9 2x4 2x4 i 3 10 2 11 y1d11I d dv 3x8 = 18 31 32 17 33 34 356 36 37 198 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = 3x8 = 2x4 11 6x10 = 3x4 = 7-0-0 12-3.7 1 17.5.2 5 22-6-14 27.8.9 33-0-0 1 40-0-0 1 1 7-0-0 5-3-7 5-1-11 5-1.11 5-1-11 5-3-7 7-0-0 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 MII16 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1:>t LC LL Min I/defl = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 397010-8-0, 11 = 3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -3822(load case 4), 11=-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=- 13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18=7724, 18-31=8229, 31-32=8229, 17-32=8229, 17- 33=12016, 33-34 = 12016, 34-35 = 12016, 16-35=12016, 16-36=13795, 36-37 = 13795, 15-37=13795, 15-38 = 13795, 38- 39 = 13795, 39-40 = 13795, 14-40=13795, 14-41 =8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15= 201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 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 18 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/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) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and p 3710 lb uplift at joint 11. `9t n(f4, 6) This truss has been designed with ANSI/TPI 1-1995 criteria. ..........• kF/ 7) 2- ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: 4i• Top chords connected as follows: 2 X4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9- 0oc. 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. . 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, ri0 Qrj1fi1 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.51bdownand305.1lb up at ; 13-0-12, 159.51b down and 305.1lb up at 15-0-12, 159.51b down and 305.1lb up at 17-0- 12, 159.51b down and ( 305.11b up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.51b down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.51b down and 305.1lb up at 28-11-4 0% .)TATE OF •• t. _ and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and 1 •. A. : V 625.1lb down and 577.61b up at 7-0-0, 46.Olb down at 9-0-12, 46.0Ib down at 11-0- 12, 46.Olb down at 13-0-12, (O R (0* s is•r.s.•se 46.Olb down at 15-0-12, 46.0Ib down at 17-0-12, 46.0Ib down at 19-0-12, 46.0Ib downat20-11-4, 46.Olb down at • 22-11-4, 46.Olb down at 24-11-4, 46.01b down at 26-11-4, 46.0Ib down at 23-11-4, and 46.Olb down at 30-11-4, o vat. and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to thebuildingdesigner. 9) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. August 7,2002 Continued on page 2 A WARNING - Vert jy design parameters and READ NOTES ON THIS AND REVERMI SIDE BEFORE USE. Design valid for use only with Mlfek connectors. this design Is based only upon parameters shown, and If for an Individual building component to be Installed and loaded vertically. Applicability, of deign parometen and proper Incaporatlon of component Is responslblMy of building designer - not buss cleslgner. Bracing shown Is for loteial support of Individual web members only. Additional lomporary brocing to Insure stability during condiuctlon Is the responsibility of the erector. Additional permonent brLcing of the overall structure Is the tesponslbBBy of the building designer. For general guidance regarding fabrloallon, quality control storage, deBvery, election and bracing, consuR OST-Ell Quality Standard, OSB-89 Bracing Spectfkafbn, and HIB-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohlo Drlve, Madison, Wl53719. PLATE LOCATION AND -ORIENTATION • Failure to Follow Could Cause Property 13A *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.. TOP CHORDS 2. Cut members to bear tightly against eachczc other. cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - ,y ; ; Q 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 I14 panel length(* 6" from adjacent joint.) CISC, c6 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 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 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. 1 CLIP FORM018.019 ffMRO,A/R® Job russ russ ype Qty Ply 13634714 DR1965F A7 ROOF TRUSS 1 2 optional) ACCU-SPAN-TP,--E01TGV70OD, FL, MiTek Industries, Inc. 4.201 I s ug70-20TI MiTe< Industries, Inc. Wed Aug age LOAD CASEIS) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 r c No. 4.5161 i v• STATE of .- w ass/OR 1. ANAL August 7,2002 AWARMNO - Ver(fy design parameters and READ NOTES ONTRIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. Thb design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding 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 bAicing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consull OST-811 Quality Standard, DSB-e9 Brocing Specification, and RIB-91 Handling Installing and Bracing Recommendation avallable from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. M iTek® Hambwhg sy0em AMenarrd safty Naas 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. fie J2 J3 J4 owner and all other interested parties., 4 TOP CHORDS 2. Cut members to bear tightly against each c2 c other, o WEBS J5 a: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 I/8" from outside edge of o a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsP laces at I /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. 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 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, 4000 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 fMR0.A1R,& Job I russ I russ I ype Qty y 13634715 DR065F A9 ROOF TRUSS 1 1 optional) MiTek Industries, nc. 4.201 P17s`-T-ug`-=i e Industries, Inc. Wed Aug age 4-9-14 9.0-0 14-6-0 20.0-0 25-6-0 1 31-0-0 I 35-2-2 I 40-0-011-0-9 { F- 41-0-0I 1-0.6 4-9-14 4.2.2 5-6-0 5.6.0 5-6-0 5-6-0 4.2.2 4-9-14 1-0-0 Scale - 1:71. 5x6 = 5x6 = 3x4 = 5x6 - 3x4 - 5.00 FTT 4 5 6 7 8 2x4 2x4 3 9 2 10 11 01 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 = 3x4 = 3x4 = 4x6 = 3x8 = 9-0-0 16-4.0 23-8-I1 31-0-0 I 40-0.0 I 9.0-0 7-4-0 7-4.0 7-4-0 9-0-0 Plate Offsets -1- J- -1- , 1 e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(ILL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vrrt(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1;1t LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift 2 = - 1 096(load case 4), 10=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (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 18 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 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p Q is I7 SJ t No. 4.5161 . 0 .. STATE OF oar. August 7,2002 AWARMNO - VaWy design parameter and READ NOTES ONTB7S AND REVEMS SLIDE BEFORE USE. Design valid for use only with Mifek 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 Incorporatlon of component b responsibility of building designer - not truss designer. Bracing shown Is to lateral support of Individual web members only. Additional hsmporory bracing to Insure dobBBy 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 CST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installlnq and Bracing Recommendationova6b ablefromTrussPlateinstitute. D'OnohDrive, Madison, Wl53719. M iTek® PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 44 to-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 Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c3 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/e" from outside edge of 0 O a y v at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I/4at 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 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 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 a+ +-Nay w HYDRO,AAFR ® Job I russ truss iype Oty Ply 4 13634716 DR4965F AG1 ROOF TRUSS 1 1 optional) COITGWOOD, FL, MiTek Industries, Inc. s U Industries, Inc. Wed Aug age 1-0-4 7-6-0 14-9-0 20-0.0 23-0-0 28.5.6 33.10.13 1 40-0-0 41-PO11111 1-0-0 7-6-0 7-3-0 5-3-0 3-0.0 5-5-6 5-5-6 6-1.3 14>A Scale 1:71. 5x6 = 5 5•00 rTT 4x6 6 4 3x4 7 5 x 8 3 5x6II cc 3 7 65x1 = a 8x I 1= p 8x8 — m 11 2 19!L to— d5.8 = d5' 3x6 18 14 13 12 11 3x6 = 2.50 jT£ 5x8 = 7.6-0 14-9-0 20.4.0 23-0-0 28-5-6 33-10.13 1 40-0.0 1 1 7-6-0 14-6-0 7-3.0 5-7-0 2.8-0 5-5-6 5.5.6 6.1-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 702/0-8-0, 18 = 646/0-8-0, 16 = 1732/0-8-0, 9 = 863/0-8-0 Max Horz 2=223(Ioad case 4) Max Uplift2 = -420(load case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2=715(load case 6), 18=8860oad case 6), 16= 1732(load case 1), 9=8720oad case 7) FORCES IIb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1518, 3-4=548, 4-5=605, 5-6=929, 6.7=153, 7-8=-692, 8-9=-1357, 9-10=29 BOT CHORD 2-19=1342, 18.19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12.13=4, 11-12=1159, 9-11 =1164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8.12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 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 18 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 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer 1 should verify capacity of bearing surface. t 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb ••••• , uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9. F C••. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. •• /`j 9) Truss Engineer: Junaidie Budiman, PEJl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. % •i 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. (. N0. 45161 ,t LOAD CASE(S) Standard Y 0•• STATE OF ° rV CV 04 O R 10'+r'' ANAL August 7,2002 A WARNING - Vart jy design parameters and READ NOTES ON THISAM REVERS(: 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 vertlaolty. App6cabUtty of design parameters and proper Incoipototlan of component is responsiblity of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tr/mpotary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibctrng of the overall structure is the lesponslbillty of the building designer. For general guidance regarding tabrlaatlan, quality control storage, delivery, election and bracing, consult CST-85 Quality Standard. 01111•89 Bracing Specification, and NIB-91 Handling Installlrq and Bracing Recommendation available from Truss Rate institute, 583 D'Onofrla Drive, Madison, WI53719. MiTek® 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 each u a other. O WEBS J5 3. Place plates on each face of truss at eacha4:*For 4 x 2 orientation, locate i ; Qjoint and embed fully. Avoid knots and wane plates/e" from outside edge of v O a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I/4at panel length(+ 6"from adjacent joint.) FL_ ce C 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 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO,AZR® Job I russ I russ I ype ty y 13634717 DR4965F AG2 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. s ug d e Industries, Inc. Wed Aug age 7.6-0 14-9-0 16.7-3 I 22.0.0 .211 1-0.0 7.6.0 7.3-0 1.10.3 5-4-13 1.0.0 4x8 II Scale 1:49.8 6 2x4 II 2x4 II 5 7- 8 jd2x4II 2x4 2x4 II 3x10 II 3x4 45x83 715.00 [-TT 2x4 II I o II m ' cvoJ0 2 11 1 5x82x4II 2x4 II d 2x4 II 2x4 11 3x4 2.50 FTT 2x4 I I 7-6-0 14-9-0 20-4-0 I 2I 7-6-0 7-3-0 5.7.0 1-8-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 14TQ 0.52 Vert(LL1) &126 2-11 >999 M1120 249/190 TCDL 7.0 an11u .[ 2-11 >831umerIncrease BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 1 135/0-8-0, 7 = 357/0-8-0 Max Horz 2=416(load case 4) Max Uplift2 = -357(load case 4), 10=-679(load case 4), 7=-2470oad case 5) Max Grav 2=715(load case 6), 10=1135(load case 1), 7=404(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, '7-8=34 BOT CHORD 2-1 1 = 1383, 10-11 =-48, 7-9 =-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, 6-9=473 NOTES (8) 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 18 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/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) 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 679 lb t uplift at joint 10 and 247 lb uplift at joint 7. .......... k•.... 7) This truss has been designed with ANSIITPI 1-1995 criteria. F/C•.,/ 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. I' LOAD CASE(S) Standard > t % No. 4.5161 dOSTATEOF It O R tO,A' aJUAL August 7,2002 AWARNING - Ver{fy design paraaneters 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 vertioally. Appllcablpty of design parameters and proper Incorporation of component is tesponslblBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tompaary btacing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the iesponsibillty of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consult QST-1Z Quality Standard, DSB-89 Bracing Specttication, and HIB-91 Handllna Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohlo Drive, Madison, WI53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 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.. TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. Q WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; a: 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 chords lacesP at /4 panel length(+ 6" from adjacent joint.) 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 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, 4010 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 M iTek® engineer. 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018.019 GAS -NAIL @ #fMR0,A1R® o russ I russ I ype Oty y 13634718 DR1965F B ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SF1-7s--Kug`-2b-M311 e Industries, Inc. Wed Aug age 1-0-0 5.3-14 10.0-0 14-8-2 20-0.0 21.0.0 1-0-0 5.3.14 4-8-2 4-8-2 5.3-14 1.0.0 Scale - 1:36.9 4,6 = 4 5.00 j l Y 2x4 2x4 i 3 5 2 8 3x4 - 8 3x4 = 5x3 - 10.0-0 20.0.0 10.0-0 10-0-0 Plate Offsets[8:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 > 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D T'OP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D EOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2 = 1024/0-8.0 Max Horz 2 = 123(load case 4) Max Uplift6 = -521 (load case 5), 2=-536(load case 4) FORCES IN - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 = 1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES (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 18 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/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 mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 536 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard P,E i3C14 G Q1lF/...c ; t No. 4.5161 ,k O STATE OF s••oatoa'' August 7,2002 A WARNING - VerW design pamnlleters and READ NOTES ON THIS AND REVERSE: SIDE BEFORE USE. sees® Design valid for use only with Mffek connectors. This design is based only upon parameter) shown, and is for an Individual bupdtng component to be Installed and boded vertically. ApplicoblBly of design parameters and proper Incorporation of component is responsibility of bu6ding deslgnef - not truss designer. Bracing shown is for bteial support of Individual web members only. Additional tamporary bracing to Insure stability during construction is the responslbillty of the erector. Addhionol permanent brbcing of the overall structure is the responslb08y of the building designer. For general guidance regarding labtbation, quality control. stotoge, dellveiy, erection and Macing, consuB CST-811 Quality Standard, OSB-89 Bracing Specification. and HIS-91 Handling Installlna and Bracing Recommw-4aflon avallable hmoTiuss Plate Institute, 583 D'onofrb Drlve, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate O 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 MITek/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 ATTHE LOWESTJOINT FARTHEST TOTHE 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 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N ANGcenev(d S&Wy Hafts 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 cc joint and embed fully. Avoid knots and wane 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. Im! 0 MiTeke PANEL TM 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 russ I russ I ype CITY P y 13634719 DR4965F BG ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SFI-i-s-Tu-g--M-00ir e Industries, nc. a ug age 1-0-0 5.3.14 10-0-0 14-e-2 20.0.0 21-0.0 1-0-0 5.3-14 4-8-2 4-8.2 5.3.14 1-0-0 Scale = 1:38.1 4>6 - 4 2x4 II 2x4 II 5.00 [-TT 30 4 3x4 5 2x4 II 3 2x4 II x II x II y II 6 1 16 25 26 2x4 II 10 2x4 II 27 2x4 II 26 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 = 3x4 - 2x4 11 7x8 = 2x4 II 2x4 II 5-3.14 10.0.0 14-8.2 20-0-0 5.3.14 4-8-2 4.8.2 5.3.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 , n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND SOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=950/0-8-0, 2=951/0-8-0 Max Harz 2 = 126(load case 4) Max Uplift6=-596(load case 5), 2=-535(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34 BOT CHORD 2-25 = 1471, 25-26 =1471, 10-26 =1471, 10-27 =1471, 27-28 = 1471, 9-28 = 1471, 9-29 = 1470, 29-30 = 1470, 8-30 = 1470, 8-31 = 1470, 31-32 =1470, 32-33 = 1470, 6-33 =1470 WEBS 3-10 = 60, 3-9 = -485, 4-9 = 507, 5-9 = -484, 5-8 = 59 NOTES (8) 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 18 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';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) 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 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at 15-1-1, and 10.81b at 17-1-1, 17.71b 18-11-1 bottom Design for is IF- up and up at on chord. unspecified connection(s) `9delegatedtothebuildingdesigner. 8) Truss Engineer: Junaidie Budiman, PEtl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. iFf•.,'"Y l 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 P10. 4.51 fit Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 C Concentrated Loads lb) STATE OF f Vert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 0 J (y sr.w• G1' dNAL August 7,2002 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND RE VERSIS SIDE BEFORE USE. Design valid for use only with MIIek connectors. This design Is based only upon parameters shown, and Is for on tndhAduol building component to be Installed and loaded vertically. App6cablMy of design parameters and proper Incorporollon 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 briacing of the overall structure Is the responslbBity of the building designer. For general guidance regarding fobrbatlon, quality control, storage, delivery, erection and bracing, consult OST-BE Ouollly Standard, DSB-69 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommonclatlon ovaRable from Truss f le institute, 583 D'Orrof io Drive, Madison, WI W719. MiTek® 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. 0 LrC*F'or 0 4 x 2 orientation, locate 2: plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Humbwhg sy0em 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 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 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. MiTek® AsGen nd Scaf Wy 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 /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. FORM018.019 IMORO,AW Job I russ truss type Qty y 13634720 DRl965F CG SCISSORS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SM—s ug r e Industries, Inc. Wed Aug age 1-0-0 I 4.0.15 7.6.0 10-11-1 15-0-0 1 t I I 1-0-0 4-0-15 3.5.1 3-5-1 4-0-15 1-0-0Scale = 1:29.0 4xE. _ 4 5.00 FTT 2x4 3 5 8 5x8 = 2 8 7 2.50 j 3x4 3x4 7.6-0 15-0-0 7-6-0 7-6-0 Plate Offsets[6:0-1-11,0-0-71 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(load case 5) Max Uplift 2 = -41 2(load case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 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 18 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 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/fPI 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 atjoint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard FEE 183 y r• t No. 4.5161 , iO : STATE OF O R I'D •} M••tI1/ 01VAL August 7,2002 A WARMNO - VerVy deriyn panarrsrterst and READ NOTES ONTHzs AND REVERSIS SIDE BEFORE USE. Design valid tot use only with Mtfek connectors. This design is based only upon parameters shown, and Is for an tndNidual building component to be Installed and loaded vertically. AppBcobMfy of design parameters and proper Incotporatlon of component b responslblBty of bullding designer - not truss designer. Bracing shown b for lotetal support of IndNldual web members only. Additional tempaaty bracing to Insure stability during construction is the tesponslbillty of the erector. Additional permanent brbcing of the ovetall structure b the responslbWty of the building designer. For general guidance tegarcling fabrication, quaBty control storage, delivery, erection and bracing, consult CST•88 Ouallty Standard, DSB-89 Bracing Specfflcatkx% and HIB-91 Handllna Installlna and Brocing Retcommendatlon available from Truss fife Institute, 583 D'OrlofrloDtive• Madison, W153719. M iTek® JG(gnevd saftty m Wes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1V, * 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 u c other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ¢ 3 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 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 o fabricator. GeneralsdeadWEBSARENUMBEREDFROMLEFTTORIGHT. practices to camber for 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRD,AIR Job I russ I russ I ype ty y 13634721 DR!965F J ROOF TRUSS 14 1 to tionap LONGWOOD, FL, MiTek Industries, Inc. 4.201 PT-s—Tug 20 20 Ned Aug age 1-0-0 7-0-0I 1.0.0 7.0.0 3 Scale 1:19. 5.00 ri'£ 2 4 2x4 = 7.0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) llst LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 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 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2 = 221(load case 5) Max Uplift3 = -250(load case 5), 2=-168(1oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEJ145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard IFE 13!/Q XD k':'; i J. No, 4.5161 iSTATEOF V OVAL August 7,2002 AWARMNO - Verify design pararrsetersr and READ NOTES ON THIS AND REVERSd: SIDE BEFORE USE. 0 Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and is for an Individual bultding 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 tompotary bracing to Insure stablllty 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-88 Quality Standard, DSB•89 Bracing SpeclBcailon, and HIB-91 Handling Installinq and Bracing Recommr ndatlonavaltabie from Truss Plate Institute, S83 D'Onohb Drive, Madison, WI63719. M iTek® symbds PLATE LOCATION AND ORIENTATION 1'i. * 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 v plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numhavhu) 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 ATTHE LOWESTJOINT MRek/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 4011, 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. MiTek® ACGconamfl 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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM 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. FORM018,019 HMRO,AZR® Job Truss russ ype ty y 13634722 DRS965F J1 MONO TRUSS 10 1 optional) I e n ustnes, nc. 4.201 P17s`-A-ug-20M31r e Industries, Inc. Wed Aug age 1-0-0 1-0-0 1.0.0 1-0-0 3 Scale = 1:6.3 5.00 FTT 2 2x4 - 4 1 1.0.0 1-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 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/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=168/0-1-8, 4=10/Mechanical, 3 = -7/Mechanical Max Horz 2 = 53(load case 4) Max Uplift2 = -1 28(load case 4), 3=-28(load case 5) Max Grav 2 = 168(load case 1), 4 = 10(load case 1), 3 = 23(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-33 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ptE 13t 4 f, : • Y No. 4.5161 ,k s" 0'•. STATE OF141M..: OR I'D f.•; NA August 7,2002 AWARMNO - VerVy design parameters and READ NOTES ONTHIS AND REVERS, SIDS BEFORE USE. ssissiou® Design valid tot use only with Wei: connectors. This design is based only upon patometers shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incofporotlorl of component is tesponslbBlty of building designer - not truss designer. Bracing shown is tot lateral support of individual web membets only. Additional Usmpofary bfacing to Insure stability, during construction is the responsibility of the efector. Additional permanent brbcing of the ovetall shuctute is the iesponslbillty of the building designer. Fat general guidance regafding tabflcotion, quality control, stofoge, delivery, election and bracing, consult OST-!8 Quality Standard, 01111-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation avaltoble bfromTrussPlateInstitute, 583 D'OnohDrNe, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 *Center plate on joint unless Damage Or Personal Injuryindicateotherwise. Dimensions are in inches. ApplyFEdimensions 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/ securely seat. J3 Ja owner and all other interested parties.. 1/81, 8J2 TOP CHORDS 2. Cut members to bear tightly against each c c other. WEBS J5 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 1/B" from outside edge of O a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 1/4at panel length(+ 6" from adjacent joint.) u C, u BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 P J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal 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 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, 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 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 o f-ruMl ® HYDRO -AIR ® j Job russ I russ I ype ty y 13634723 DR'965F K ROOF TRUSS 4 1 optional) 7CL'U--9PAN-TI 4, LONGWOOD, FL, r e Industries,Inc. . s ug I e Industries,Inc. aAug age 1-0-0 5-0-0 1-0-0 5.0-0 3 Seale 1:15.7 5.00 FTY 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vart(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1:dt LC LL Min I/defl = 360 Weight: 17 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 1 55/Mechanical, 2 = 335/0-8-0, 4 =46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift 3 = - 1 74fload case 51, 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard D sErEE 13/Q r •. j No. 4.5161 0 • STATE OF •: August 7,2002 AWARNINO - VerVy dewyn panasneters 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. ApplicobWty of design parameters and proper Incorporation of component is responsibiity of building designer - not truss designer. Bracing shown is for lateral support of Individual web members onty. Additional temporary brocing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsiblty of the bulldhg designer. For general guidance regarding fabrication, quoMy control, storage, delivery, erection and bracing, consult OST-118 Quality Standard, 01111-89 Brocing Spectflootlan, and HIB-91 Handling Installinq and Bracing Rocommenclation available from Truss Plate Institute, 58lo 3D'OnohDrive. Madison, WI53719. M iTek® Symbols mumbwhg sysftm ING(an Tao sa v Haas PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'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 eachcza other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 panel length(' 6" from adjacent joint,) ca, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 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, 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HMRO.AIR® Job I russ I russ I ype City Ply 13634724 DR•1965F L ROOF TRUSS 4 1 optional) LONGWOOD, FL, MiTek Industries, nc. 4.201 SITT s ug I e < Industries, Inc. Wed Aug age 1-0-0 I 3-0-0 1-0.0 3-0-0 3 Scale 1:10.5 5.00 FT-2-- 2 1 4 2x4 = 3.0.0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 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: 11 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.2D E-OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift 3 = -97(load case 5), 2=-144(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = -54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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/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 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard iS B+ G% P lFI •'. No. 4.5161 v: STATE of w 6.e, o R Boa*' August 7,2002 Awmtmm - vert jy design parameters and Raw Noms oN rffis Arm RdsvaRsa surds 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 Inslalled and loaded vertbally. Applicability of design parameters and proper Incapaatlon 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 stablilly during comtructlon is the responslbillly 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 bsoclng, consull QST-99 Quality Standard, 011111-99 Bracing Specification, and HIR-91 Handling Installlnq and Bracingq Recommendation available from Truss Plate Institute, 593 D'OnohDrive, Madison, We 53719. M iTek® Symbol$ Mumbevhg SyOsm ALGenwa0 S&Wy moots PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C7 C] other. cr WEBS J5 3. Place plates on each face of truss at eacha*For 4 x 2 orientation, locate i , ; ¢joint and embed fully. Avoid knots and wane plates/a" from outside edge of o a y V at joint locations. truss and vertical web. Fo a o 4. Unless otherwise noted, locate chords lacesP I/4at panel length(' 6" from adjacent joint.) ca C, C6 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 MYDR0,41IRO r Job I russ truss type QtY y 13634725 DR1965F M ROOF TRUSS 4 1 optional) LONGWOOD, FL, MiTek Industries, nc. 4.201 Siff—s-Wu-g`-2b-Y6311 e n ustnes, Inc. Wed Aug age 1-0-0 1.0.0 3 Scale = 1:6.3 5.00 rTT Cr 4 1 2x4 = 1.0-0 1.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) 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/ANS195 Matrix) 1::t LC LL Min I/defl = 360 Weight: 5 lb 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) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2=53(load case 4) Max Uplift3 = -25(load case 5), 2=-138(load case 4) Max Grav 3 = 31(load case 4), 2 = 1770oad case 1), 4 = 9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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/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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard UQDE 13No. r 4.5161 p': o[ STATE OF O R tQA'' August 7,2002 A WARMNO - 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 parameter shown, and Is tot an individual building component to be Installed and loaded vertloally. Applicability of design parameters and propel Incorpotatlon of component Is tesponslblifty, of building designer - not truss designer. Bracing shown Is for lotetal support of Individual web member only. Additional temporary bracing to Insure stability during construction is the responsibliity of the erector. Additional petmonent brbc4lg of the overall structure b the responslblilty of the building designer. For general guidance regarding fobdcatlon, quality conhoL storage, delivery, erection and bracing, consult CST-aa Quality Standard, 021111-89 Bracing Specification, and HIS-91 Handling Irutalllnq and Bracing Recommendation available horn Truss Plate Institute, 383 D'Onohlo DrNe, Madison, WI53719. MiTek® mumb hg sysftm A.YCaerr eve sav(Wy [facts 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 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc other. o JS3. Place plates on each face of truss at each iFor4x2orientation, locateO QjointZ and embed fully. Avoid knots and wane plates I/a" from outside edge of a4. at joint locations. truss and vertical web. a Unless otherwise noted, locate chords lacesPoI/4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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 comber 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 ofBEARINGothersunlessshown. 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, iM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HYDRO,AIR® t o I russ I russ I ype ty y 1 13634726 DR1965F S ROOF TRUSS 2 1 optional) MiTek Industries, Inc. 4.201 SFI—s--T—ug 2U ZU it Mi I e < industries, Inc. Wed Aug age 1-5-0 5-3-5 9-10.13 1.5-0 5.3.5 4.7-8 4 1:20.1 9 3.54 FT2- 3x4 ; 3 8 2 10 11 7 12 6 5 2x4 II 3x4 - 2x4 - 5-3.5 9.10.13 5.3.5 4-7.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vart(TU -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) llst LC LL Min I/defl = 360 Weight: 41 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 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4 = 188/Mechanical, 2=634/0-11-5, 5 = 397/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 BOT CHORD 2-10=1001, 10-11 =1001, 7-11 =1001, 7-12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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/ANS-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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 Ib uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.11b down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) 113 Vert: 1-4=-74.0, 2-5=-20.0 n t (% Concentrated Loads (lb) \` ,••'••••••' VI-4J• Vert: 8=10.19=-161.710=21.611=-12.1 12=-52.1 •;G` No. 4.5161 o = r • QCY 0'•; STATE OF ` V 6.%,0Rvot/ 0 NL August 7,2002 A WARMNO - Verify design parameters and READ NOTES ONTB7S AND REVZMR SIDE 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 loaded vertically. App9cobNty of design parameters and proper tncorporation of component is tesponslblilly 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 bibctg of the oveta8 structure is the tesponslbBity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consul CST-83 Quality Standard, DSB-59 Bracing Specification, and HIS-91 M iTek® Handling Installlnq and Brocing Recommendation available from Truss Plate Institute, 583 D'Onof to Drive, Madison, WI53719. PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1 ,8 17-17 0 For 4 x 2 orientation, locate 0 plates I/a" from outside edge of aotrussandverticalweb. 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. form[ evhg sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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 401 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. WWI FORM016,019 el(oenevd savety Nact'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 0 at I14 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. Job I russ I russ I ype ty y DR1965F S1 ROOF TRUSS 2 1 13634727 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR11 s Aug t o Industries, Inc. Wed Aug age 1-5-0 1-5-0 1-5-0 1-5-0 3 Scale 1:6. 3.54 FTT 2 1 4 2x4 - 1-5-0 t50 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 > 908 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;:t LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 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 =-40/Mechanical, 2 = 193/0-8-0, 4 = 6/Mechanical Max Horz 2=41(load case 2) Max Uplift 3 = -40(load case 1), 2=-180(load case 2) Max Grav 3=50(load case 4), 2= 193(load case 1), 4=60oad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1.2=29, 2.3=-24 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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/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 40 lb uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 tkEE pU t No. 4.5161 Y totTof .w s••q' August 7,2002 AwARNINO - Vert fy design parameters and READ NOTES ONTMS AND REVERS!: 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. ApplicobNty of design parameters and proper Incorporation of component Is tesponslblBty 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 If the responsibility of the erector. Addlllanat 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, consutl CST -ea Quality Standard, OSI.99 Bracing SpecMicatlon, and HIS-91 Handling Installing and Bracing Recommendation avolloble from Truss Plate Institute, 563 D'Onohla Drive, Madison, WI 53719. M iTek® Symbol$ 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. fi„ i- 0 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numb vhg SY08M 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 ATTHE LOWESTJOINT MRek/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 4011, 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. MiTek® IsGgne a0 sav(Wy 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 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM 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. FORM018,019 NMRO,A/R® FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address:31? C+llo CC. Permitting Office: City, State: d( r Z'?j Permit Number: Owner: .2 . rJ 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. Tint/other SHGC - double pane S. Floor types a. Slab -On -Grade Edge Insulation b. N/A 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: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I 4 _ b. N/A Yes _ 1967 112 c. N/A 222.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft2 _ R=1 1.0, 28.0 ft2 _ b. N/A R=1 1.0, 302.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 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-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built paints: 28145 PASSTotalbasepaints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: mac•\ Rig DATE: 03- OZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: r-" DATE: 9 lad 10-2— Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 8.50 rap.:5O.Os6 PT, 0 THE STg O fill ;`"„ ` G-i a BUILDING OFFICIAL: DATE: / w EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I 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 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System Cooling Total X. Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 37380.3 0.4266 15946.5 40014.6 40014.6 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 13503.4 13503.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I 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 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 5224.7 0.6274 3278.0 8694.0 8694.0 1.000 1.00 1.078 x 1.160 x 1.00) 0.402 1.250 0.402 0.950 0.950 4147.0 4147.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13503 4147 10495 28145 PAS THE STg0 c 0 v o f YC00 WIE v EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 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 corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends 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 floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, 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 rPcidPnt-Pc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 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 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. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaREt3'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 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 (ft2) 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. N/A 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: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A Yes _ 1967 ft2 c. N/A 222.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft2 _ R=1 1.0, 28.0 ft2 _ b. N/A R=11.0, 302.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 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: T 1 Date: c Address of New Home: 31-q CW e_ Cf , City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr HSPF: 8.50 Cap: 50.0 gallons EF: 0.86 PT, _ ypF THE Srg ' 1 A L NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project 101arriation For: D.R.HORTON Notes: Design Information 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 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Construction quality Fireplaces Area (ftz) Volume (fta) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1967 1967 15736 15736 0.80 0.40 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat 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 24414 Btuh Ventilation 990 Btuh Design temperature"swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 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 Sold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 % wreghtsoft Right -Suite Residential" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC-N E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. X 105 cfm = 3100 Btuh rroceaure u - tquipment 5lzing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/Rallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite ResideMialT" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files\DR HORTON 2002\1965\1965.rsr page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J: tin to. 1 Name of room Entire House LIVING LAUNDRY METH14MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceiings Condit. Option 8.0 ft heat/cool d 8.0 It heat/cool 8.0 ftheat/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 I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 t0. 0 0.0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 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 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 3'! 1261 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 1OD 14.7 9.9 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 01 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 wallsandc13C3.2 1.2 302 951 353 64 202 75 6Z 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 o 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 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 1 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 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 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 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 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 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 587 Less external heating 0 0 0 Less transfer 0 0 0 0 14Ductloss10°/ 3056 10° 805 10/ 133 10°/ 58 15Totalloss = 13+14 33617 8853 1467 640 16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 000 0 17SubtotRSHgain=7+8..+12+16 22195 4644 1129 410 Less external cooling 0 0 0 0 18 Less transfer Duct gain 10°/ 0 2219 10°' 0 464 10°/ 0 tt3 10°/ 0 42 4219TotalRSHgain=(17+18)•PLF 1.00 24414 t.00 5108 1.00 1242 1.00 458 201Airrequired (cfm) 1383 1383 1 3641 289 60 70 261 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrBgF- vtsOi-t Right -Suite Residential*" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCkE:\Files\DR HORTON 2002\1 965\1 965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDI-TIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin to. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 h heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0. 0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 1 591 16591 glass doors b 8C 37.0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 C. 0 0 0 0 0 d0.0 0 0 C. 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f0.0 0 0 Cl 0 0 0•"' 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/ W 0.0 0•"' 0 C, 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0. 0 0 0 0 0 0 0 0 0 Horz 0. 0 0 0 CI 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 t 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 0 0 0 I 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 I 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 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 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 I 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 2.2 238 404 530 154 261 343 168 285 374 121 205 269 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 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 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 28.5 8.0 32 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 423 10% 192 10°/ 289 10°/ 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People Q 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot FISH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 271 10'% 125 10% 160 10°/ 125 19 Total RSH gain=(17+18)•PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 169 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g htsoft Right -Suite Residential* 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCk E:\ Files\DR HORTON 2002\1965\1965.rsr Page 2 tRIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: rth td. 1 Name of room FAMILY KITCH/NOOK BTHJ4MANUAL2Lengthofexposedwall33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 It 12.0 x 9.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft Iheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg CIg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f10.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 00 0 0 0 0 e 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 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 C 0 0 0 0 0 c 0.0 0.0 0 0 0 00 0 0 0 0 d 0.0 0.0 0 0 0 Cl 0 0 0 0 0 e 0.0 0.0 0 0 0 00 0 0 0 0 f 0.0 0.0 0 0 0 00 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 CI 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 00 0 0 0 0 is displ. d 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 floors) f 0.0 0.0 0 0 0 Ci 0 0 0 0 0 12 Infiltration a 1 28.51 8.0 54 1537 432 32. 939 264 01 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less extemal heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 584 10°/, 366 10°/ 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People Q 300 4 1200 1 0 0 0 Appl. Q 1200 0 0 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less extemal cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 513 10 i 383 10°/ 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g!-> tsoR Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files0R HORTON 2002\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11116/98 109 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 LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/B'TH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH I wnghtsoft Right -Suite Residential*" 5.0.64 RSR26018 2002-Feb-26 18:59:12 4CCA E:\files\DR HORTON 2002\1965\1965.rsr Page 1 Bpra.t 10.6 Iad F"I Y 100 R00 10.6 I.cd 0 •.cd 1• 6' BOPS-!] 725 10.10 rap C I0x1U rap 6- a• W th dvc Ip- 7- to roof c B' tan-lght 14.1 rap 7 10.10 rag H1B. • I.Pc d— v 6' 10.6 I.cd n. A 00 BORy./2 513 7• ,t(..•f F 5. _.rep. ram. 3- bn ds s'4 I.cd 1II 1-5 r= 70 7 tnzL a' der 7• to-f c.p 12.6 I.cds218.13 den4X14cirmRAD Platf— by bl dr 3.5 i@f V/IOKV P24Ov IPM scale 1/8"=1'0" Nt< A NX iA 0 r13 D n / rZf7 r rD Must hove a ran.num clearance of 4 inches around the air handler per the State Energy Code. TU1 duct has an r=6 insulation value. Rating 5 ix z 0 F- ln p D L l u 0 r rn m w -- •. > z o z o iu 3 am-a D J O Q m CL J In 0 0 PLOT PLAN OW DESCRIPTION: (AS FURNISHED) LOT 26, BAKERS CROSSING, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF TI-'E PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA POIN T ON PLAT BOUNDARY- 25.44' I W 1 W 1 7 1 O N O r7 O Ln CENTERLINE OF I RIGHT-OF-WAY I Pi6EGIgNWAY MINIMUM LOT WIDTH FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' NOT PLATTED PER THIS PLAT 1013.46' S89'17'34"E 5' DRAINAGE EASEMENT i3 0' 4.0 Z O PROPCSED In r5 MODEL 1965 ti z m FINI SHED FLOOR o L0' In ELEVATION-46.1 4 o_ 6D.0• - 00' O S' DRAINAGE EASEMENT s N89'1-7'34"W 109.21' LOT. 27 FLOUR SLAB ELEVADON N MUST BE 16" ABC) ia W OF ADJACE"° ` D c,-;} TD UNLESS Q. .=ROVEDOTHEi' 4 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 PURPOSE`_ 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 PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26 AS BEING S89'17'34" E PER PLAT. FIELD DATE:) REVISED: SCALE: I- = 30 FEET APPROVED DY: WRM - JOB NO. ASM37851 DRAWN BY: LOT PLAN 9-17-02 LOT FIT 5-2-01 JML LOT 26 CONTAINS 5463 SOUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 854 SO. FT. t TOTAL SOD 2230 SO. FT. t o N I:n:. rrlo Z 1 A O UT o •-:A' a. N O IN NTT O1.D ltl vT' I t1 E /I f_ y 7 10.0'. LOT 28 C S ())41L bG (71- 33Yo G Cf IJ,S I G/ LEGEND UUILDING SETBACK LINE ATI.W MINIMUM LOT WIDTH POD POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE yAX.XX PROPOSED ELEVATION OR I'D OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW n DENOTES DELTA ANGLE L DENOTES ARC LENC111 C CONCRETE C.O. DEES CHORD BEAIiR1G NOTLBI., wD SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE PI DEIJO TES POINT OF INIERSECTIOTI LS L)•ND SURVEYOR PRC DENOTES POINT OF REVERSE CURVATURE PRM PIRMANF. NI REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PIRMANT. NI CONTROL POINT TYP TYPICAL. P) PIR PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL CALC) CnLCULATED RP RADIUS POINT FNO FOUND CS CONCHEIF. SLAB C/W CONCRE IE WALK C CHORD LENGTH S/W SIDCWAL.K SO FI. SOUARE FEET CP CI) TJCRE I PAD NG NATURAL GRADE PB PI, AI BOOK R/W RIGHI-OF-WAY PCs P,\ GES AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET• SUITE 180 ORLANDO, 1' LORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN : 4LREON FOR EASEMENTS, RIGHT OF WAY, RESTPI: TION i OF RECORD WHIC14 MAY AF. ECT THE TITLE OR USE OF THE LAND 2. NO UNDERC:ROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALI!i W:IHCNJT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIOA LICENSED SURVEYOR AND MAPPER. 18-b2 FOR THE FIRM WILLIAM R. MUSCATELLO JR. PSM//4928 DATE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 317 CLYDESDALE CIR for which permit 03-00000053 has heretofore been issued on 10/16/02 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 Alzw S( ^-U. Fa.Mily &„d,,,ce, complies with all the building, plumbing, electricaP, zDning 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 BUILDING: Finaled -' L ZONING: Inspected UTILITIES: Water Lines In I'<,r Meter Set Reclaimed Water ENGINEERING: Drainage S&nC zAQ Maintenance Bond PUBLIC WORKS: Street Name Signs 3 Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FIRE: I::ispected Sewer Lanes In Sewer Tap Street Paved Street L:_ghts Driveway FEES PAID DATE APPROVAL DATE AMOUNT 11/01/02 10.00 10/16/02 10.00 12/05/02 10.00 11/04/02 10.00 10/16/02 10.00 10/16/02 59.27 10/16/02 54.00 10/16/02 279.61 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 317 CLYDESDALE CIR for which permit 03-00000053 has heretofore been issued on 10/16/02 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-POLICE IMPACT RESID 10/16/02 91.93 01-RADON GAS TAX FEE 10/16/02 12.27 01-ROAD IMPACT FEES 10/16/02 847.00 01-RECOVERY FD/CERT. PGM. 10/16/02 12.28 01-SCHOOL IMPACT FEE 10/16/02 1384.00 WD IMPACT:SINGLE FAMILY 10/16/02 650.00 SD IMPACT:SINGLE FAMILY 10/16/02 1700.00 D ? AOr+orl ffY -49103IOWNERBUILDINGOFFICIAL / DATE REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE 9 - " C3 PERMIT # ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the ;address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering//3/03 Fema Rec'd Public Works Utilities Conditions: (to be completed only it approval is conditional) Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE PERMIT # C ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the ;address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd 1 /I `/0 3 Public Works -5.-*, Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE"""" DATE PERMIT #1' ADDRESS SUBDIVISION Bakers Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Fema Rec'd Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 2/12/03 16:26:51 Location ID . . . 231665 Parcel Number . . 18.20.31. - - Alternate location ID . Location address . 317 CLYDESDALE CIR Primary related party D R HORTON Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT 3/4" WA METER SET FEE $190.00 101702 2.00 CSVC UT PD 10-16-02 R1:C#5443 101702 3.00 CSVC JET THE CONTRAC7.'ORS MISSED PUTTING IN 122002 4.00 CSVC UT THIS TAP**DR HORTON MUST PAY FOR TAP 122002 5.00 CSVC UT BEFORE WE SET hIETER***PER CALL FROM 122002 6.00 CSVC FRANK C..LEFT hIESSAGE AT DR HORTON OFF. 122002 7.00 CSVC UT 3/4" WA TAP FEE $120.00 PD 2-3-03 21103 8.00 CSVC JET REC#5558 21103 9.00 10.00 Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR 1'.0. ROUTE AND BOX NO. Company NAIC Number 317 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 26, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 0 - NN' - gtt.tlif' or gtl.t/M###t NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX 137. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4/17/95 4/17/95 X N/A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered n 89. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. 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, V1430, V (with BFE), AR, ARIA, ARIAE, AR/All-A30, ARIAH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 46. 1 ft.(m) c o b) Top of next higher floor N/A. _ft.(m) U r o c) Bottom of lowest horizontal structural member (V zones only) N/A.. _ft.(m) N o l o d) Attached garage (top of slab) 45. 6 ft.(m) w m I— Q3 o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 45.5 ft.(m) E 1 o Q Lowest adjacent (finished) grade (LAG) 44.1 fl.(m) o g) Highest adjacent (finished) grade (HAG) 45. 6 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o 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. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST 10p E , E. ORLANDO FL 32801 1 SIGNATURE DATE TELEPHONEVRuj"MIN, 1/21/03 (407)426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. RI III DING STREET ADDRESS (Including Apt, Unit Sut, ardor Bidg. No.) OR P.O. ROUTE AND BOX NO. For Insurance Company Use: Policy Number 317 CLYDESDALE CIRCLE ZIP CODE Company NAIC Number CITY STATE FL SANFORD 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 HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; 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. ti the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floc (elevation b) of the building is _ ft.(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance witi the conmunit s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, 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 ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Gt. 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 FEMA-issued or eommunityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. nA ncrwrr All 11,ARG92 G5. DATE PERMIT ISSUED 136. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement — ft (m) Datum: — G8. Elevation of as -built lowest floor (including basement) of the building is: — _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments REPLACES ALL PREVIOUS EDITIONS FEMA Form 81-31, JUL 00 PLAT -OF -SURVEY DESCRIPTION: (AS FURNISHED) LOT 26, BAKERS CROSSING PHASE I, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOT PLATTED PER THIS PLAT POINT ON N79'48 4 t PLAT BOUNDARY 25.44 W I O O r7 I O ti O cV J 0 O U > 3 I Wao Q < 2 Q Qt7 31 of, W cNC NI J U I CENTERLINE OF I RIGHT-OF-WAY I PI - BELGIAN wAY N 0 109.46' 9s, S89'17'34"E 5' DRAINAGE EASEMENT 1 60.0' w W I j W II 4.0' U U "ow 0N oQp OO OmJOO ZO,6 OOVW1Owy 4.0.' o Y 0 Z ll Ou 4 W ipr, pp:,: ry WU A/ C PAD EJ 5' DRAINAGE EASEMENT s o N89-17' 34"W h b/ Imo`` yy I .o J 109.21' bn 3 LOT 27 CERTIFIEDTO AND FOR THE EXCLUSIVE USE OF: D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01- 20-03, UNLESS OTHERWISE SHOWN. 3. 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. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 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 PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26 AS BEING S89'17'34" E PER PLAT. FIELD DATE:) 01-20- 03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM FINAL 01 ASM37851 FOUNDATION 11-08- 02, JOB NO. PLOT PLAN 9-17-02 DRAWN BY: LOT FIT 5-2-01 JML I I I 04 ONO a" t ..:: •.. u J i < O U7 lr O I p: I I 1 1 1BUILDING SETBACKLINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRN PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBd6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801-- (407) 426-7979 1' = 30' GRAPHIC SCALE 0 15 30 LOT 28 LEGEND 0 FND NAIL & DISC LB 14671 (01-20- 03) FND 5/8 IRON ROD AND CAP 0 LB 14671 (01- 20-03) CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION PD PLANNED DEVELOPMENT I HEREBY CERTIFY, THAT THIS BOUNDARY 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 1N CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472. 027. FLORIDA FOR THE 1 FIRM WILLIAM R. MUSCATELLO J M#4 28 DATE THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MOM CLERK OF CIRCUIT COURT SEMIMOLE COUNTY BK 04545 PG 0686 CLERK'S # 2002951189 RECORDED 10/03/ZM 0909s10 AM RECORDINS FEES 6.00 RECORDED BY M Noldm 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 propperty: Lot(s) 26 Bakers Crosstn Phase I Plat Book 60, Nge(s) 27- :29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(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 #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone II: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone If: Amount of bond: $0.00 Fax It: Lender: Phone #: Address: Fax #: CERTIFIED COPY MARYANNE MORSE CLERK OF CIROWT CBtlRT SEMINOLE COUNTY. ZAVbA DEPI Fax #: OCT 3 2002 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Hort nc. 0 by:( RobeRobeftA. Lawson, Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE t The foregoing instrument was acknowledged before me this day of 200L, by Robert A. Lawson Assistant Secretary of D.R. Horton, In4.-,aaaware Corpo anon, on behalf o the corporation. We/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. 262006 Notary Seal CITY OF SANFORD BUILDING DIVISIONSUI3MITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a Foundation plan Indicating footcr sizes foreplacementg walls. Provide side view dctriils of these footers with b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, :Part 5) C. Elevations of all exterior walls, esist, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. O d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. O c, Framing plan for floor joists where conventionally framed. Plan toindicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. O g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing foctagcs: a S.F. Garages/Carports -- S.F. Porch(s)/Entry(s) - S.F Patio(s) j 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 unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: p a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, F1(407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled 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, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE 't d5o- SIGNATURE 4' v By Owner or Authorized Agent; Limited Power Of Attorney I hearby name and appoint: Crai each agent's of D.R. Horton Inc. Coulton and lrCLj 1 `. 1.C— ( I+on To be my lawful attorney in fact to act for me and pllyyt The Building Dept. of: l/ j-tu 0 Eahi q For a residential permit for work to be perforrned at: Lot # : c l_y Subdivision : V,I''Scross,I h Address: c e C . And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd C:BC055300 Contractor 'State Registration Number 41gnaat—ure of Contractor This foregoing instruynenwas acknowledged before me this: Date: q a-r Lj- By: Richard B. Ladd ( Contractor ) Who is personally no n to me. State of lorida 1'ATKIClA CUUI'TON NOTARY PU:3LIC S rA T R OF FLORIDA County of Orange COMMISSIU N NU. DD134330 MY COM tl55101 EXP. ULY 26,2006 Notary Public Signature Notary Seal AP X p ST C O N T•RQ — Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name D Address City/State/Zip 1`ti Phone C Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS ASaOM' Quarterly Payment Amount7 nr First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will resultInthecancellationofthisWarrantyandjustify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip_ Phone & Email NOTIFICATION STICKER LOCATED: —`-Z DAINIAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant 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 S1,000,000. 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 GOVERN THE 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 DowElnnco: 1. 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 balt and remove It from the Stations as appropriate; and 4. during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite balt; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may i maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for . - ..i per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the are, baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPAN, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF i`•1ERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, 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 noeventshallApexbeliableforanyamountgreaterthatamountpaldbytheCustomertoApexfortheservicetobeperformed, s the responsibility f AllerstandsandAgreesat SENSITIVITY/PHYSICAL FACTORS: Customcu ants to consult a ph)siclan if necessary regarding Any oaffect the yProperty treatlm nt y or guests, and/or other temporary or permanent oc pless than may have and (2)lt Is their responsibility rtoesnlratoryfy pllnIllness, orwriting other condition thatwmay)be Actipvaitedtorexacerbated by tthe p oducts and or sensitivit, concerning odors, dust, pollen,p techniques utilized by Apex. GENERAL TERMS AND CONDITIONS B•. specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract an nentsapply without exception. l DOWELANCO RSHIp Oon (Components) are lAnd ywilSl remain to property of DotivElan ou The Custom omererihassnohrightsltoAnyoftheofthe Sentrlcon 'System ( p or modify the components in any way, other than the right to their use as Components, andthePurchasermaynotalter, remove, installed byApexontheCustomer's premises under this agreement. On expirationorterminationofthisAgreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve fromtheCustomer's premises the Stations and other C,)mponents contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System m of a. Apex will: (I)so notfy th onshi Customer; Conventional Customer , liquid barrier" method s of teof termiter using AdcontrolmifferentaynotofferaneffectiveordiscontinuingtheP( means of controlling certain termite infestations of certain structures. In such event Apex f the CusomeAble r andtofApex (Partl s) form of termite protection, and therefore may have to discontinue the relationship.); ( )I agree on use of a different form of termrelationship, or ite protection, give the Customer credit for service paid for but not yet received; (4)if isIf Apex cannot offer an effective different. form of termite prot the Customer elects to discontinue the ection, dforservicesnotyetreceived, and;.( S) retrieve, or advise D01wElanco-or refund to the Customer is amount equal to the fee pal er's premises; and Its representatives where to retrieve, the Components fromtheCustomgranterApexandDowElancooritsrepresentative reasonable access to the premises for the retrieval of b. the Customer will; (1) the Components; and; , rant Apex agree with Apex on the use of adifferent form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers theStntcture(s) Identified herein as of the date of the initial installation. Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being npplled on or close to the location of any Station, or; (3) soilIsremovedoraddedaroundthefoundation, or; (4) any tampering of baiting equipment or supplies notify Apex In writing. FnIlure to notify ApexInwritingoftheeventslistedabovemayvoidthisoccurs, the Customer will Immediately notany alteration, ndditlon, or other such event, may be provided by Apex at the Customers Agreement. Additional services because if expense, and may requireandadjustmentInthe annual fee. DAi`IAGE RELATED TO SERVICE Apex will exercise duecarewhileperforminganyworkhereunderInavoidanceof damaging any part of the Customer's property, plants, or animals. UndernocircumstancesorconditionsshallApexberesponsiblefordamagecausedatthe. time the work Is performed except those damages resultingfromgrossnegligenceonthepartofApex. 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 offailuretomakepaymentwhendue, or any other default by Customer (1) Apex may Ithout notice, terminate this Agreement and pursue all otheravailabl. remedies, which shall be cumulative, and (2) Interest shall accrue a et the highest rate allowed by law during theperiod 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 shallbeInBrevardCounty, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, theremainingtermsandconditionsofthisAgreementshallremaininfullforceandeffect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability under this Agreement willbeterminatedIfApexisprevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2) tcrmite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; ( 4)furniture and contents; (5)nreas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitratlon of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitratlon will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitratlon proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and 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 Instailatlon, terminate this Agreement and be relieved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds maybe 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 to The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the Identified Propem for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requested 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 this Initial 12 (twelve) month period, Customer may transfer or asslgn this Agreement with a Ei5TiQ0 transfer fee payable to Apex within 30 thirty) 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 N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510407-459-2847 407-858-0540 813.221-2847 800- 929-2847 888-764 2847 877.459-2847