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308 Clydesdale Cir - BR03-001516 (BAKERS CROSSING) (SFR) DOCUMENTSC7 s c7 PERMIT ADDRESS SUBDIVISIONL ct— CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PROPERTY OWNER Q--- ",4 PERMIT # ©')- S1\_0 PERMIT DESCRIPTION C s ` -- PERMIT VALUATION SQUARE FOOTAGE DATE '-A ` .a 3 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR W MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE I MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # 03 - l,5/ ADDRESS CONTRACTOR AOR DATE G '- PH4(0) % FAX DESCPRITION OF REVISION. k-, g-W,(, i h y < UTILITIES FIRE BLDG -...................... I hearby name and a Limited Power Of Attorney int: Craig Coulton .and each agent's of D.R. Horton Inc. _ To be my lawful attorney in fact to act for me and ply The Building Dept. of: C _ (&r For a residential permit for work to be performed at: Lot # : L Subdivision: 1GakU6 cruss, I hJ_ Address:g And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing ZZ5rum nt was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally, known to me. OFFICIAL MARYSM State of Florida PATRICIACOULTON NOTARY PUBLIC STATE OF FLORIDA Coun of Or COMMISSION NO. DD134330 r ` MY CGS 'M GSION EXP. P JLY 21, . NotaN Public SignatbuIre Notary Seal S-06-203 7 : 09ArA FROM Votr:. awa - -I •'r-r.dV'+.rc!VR-v;P N... - i(t-.--...-,`,.,......•.,.:.,., . CI TV OF SANFORD PERMIT APPLICATION Permit Job Address: Description or Work: Gk r-111-' % 7 s t_ a... r ry yprl pislrletl 7.f+pigq: Value of work: $ Permit Typci BuildingEleenical „ ll Mechanical Plumbing __ Fire Sprinkler/Alarm Pool Tempor8ry Pole Electrical: New Service - a of AMPS 1.5 Addition/Alteration Change of Smicc _^ Mechanical: Residential _ Non -Residential Replacement -- New (Duct Layout & Energy CBIc. Required) Plumbing/ New Commercial: is of Fixtures A of Water & Sewer Lines is of Gas lines —, _ W. Plumbing/ New Residential: k ot. Water Closets _ Plumbing Repair - Residential or Commercial Occupancy Type: Residential V^ Commercial industrial Total Square Footage: _— Construction Type: p of Stories: ss of Dwelling Units: -_ Flood Zone: , (FENIA form required for other than X) Parcel a: Attach Proof of Ownership R.I.cCal Descriptlon) e. s Owners Name Al:117 DL j i PAnnr. _7 0 D .i 7_ L kF J Q-- Contractor erne 6r Address: l,l,L i? f S .. 1 _L - 1- 74 r7 i State License Numhtr 1 Ct C — Phtinc:L> 7 - 3z8 Gei3 Photir & Fax: _ I 1 y 4 4 _ Contact Perscn: -' Bonding (: nmpany. Addre. c-- Nlortgabt Lender. Address ArchiltctiEngincer: . Phone. Fa a: Address' Application is hereby made to obtain a permit to do the work snd installations as indicated. I certify that no wink or insuilanon has cominenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllav's regulating crnuwction in this jurisdiction. I understand thut . scparaw permitmustbesecuredforELECTRICALWORKPLUMBING, SIONS. WELLS. POOLS, FURNACES, BOILERS, HEATEFS, TANKS, and AIR CONDITIONERS, cle. OWNER' S AFFIDAVIT: I eeflify that all of the foregoing information it. accurate and that all . wk gill be done in compliance with all applicable laws regulating consrn,ction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrI7H YOUR LENDER OR AN ATTORNEY BEFORE Rt:CDRDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in she requirements of thin permit. there may he additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits rcquirod fmm other governmental crintics such as weer managcment disirim. suite agencies, or fcdcnl agencies. Acceptance of perinil is vcriricrtion ih t I will notify the owner of the property of the requirements of I'I a Lich Uw, FS I 444, Signature of Owner/ASCnl Dutc 5i,nriurt of Contractor/Agent Ualc Print Owncr/Agcnl's Naoic Ynn CvntrciorlAgent s Na -7, J 7S- Sign, iturc of Nutary•Snie.. of Flnnds Date iSn Id •Sort nl FIonJ Dutc iwner/ Aunt is .._ Yci iun,,my Known tat Mr ui eruducoi ID nl' I'LllAllO\APPROv1'.I)ItY Illdg:__•••.. - Imwil N. I)atc) enlr7Clnf/ A,'Cn1 IS • Vcr<r,n]ily Known to Mc o, Produccn 11) t: nittic':-- Imlial D le) (Mi(171 Date) (I,,:iel S Da:c KS 0 49 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 KWME NORSE, CLERK OF CIRCUIT COURT SDIINOLE COUNTY OK 04775 PG t601 CLERK' S It 20030599 t6 AEU) 04/10/2M IM52t22 AN RECORDING FEES 6.00 RECORDED BY M Nolden NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvelnent will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of Property: Lot( s) 2 3, 5, 20 & 21 Bakers Crossing Phase 2 Plat Book , Page(s) , 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 #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone th Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713. 13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (I ) year from the date of recording unless a different date is specified): D. R. Ho , Inc. 0 by: o rt . awso sststant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., alselewareCorporation, on behalf of the corporatFon. He/ She is personally known to me. Notary Public, State and County Aforesaid Notary Seal rY1(1 ApR t p (IHd OARr4tI.^` 1 At(3R E A- 69K df C19CUIT COUN? S& INOLE COUNTY. FLOWA GOIJNTY (:)1,* 1;1.:: 111 NOL. L. Dy CITY 0!, 61,1": 1 , 0: : X) 2TK1aVJHT" INUMeER 103-7535'0 DUIL,Dim rURMIT NUKB."7:R-. CITY) COWATY NUMBERu UNIT ADERESSo SECS INP: RNG: PARCELn stRommus TRACYv PLAY ECOKs PLAT DQUK PACEs C=s LCUT71K. APPLICANT WAVEn _e, ............................................. hDD1':E132 ............ a ------------------------------------------------------ LAHO UEE C(1IVOCRYa 001 - Singlu Family Detached Houze lyfv tmwr wonido"lial WORN UPECRIPTICHo Singlu Family Houzon Detachud - Constructi"i ETNErIT R A 7 E7 FEE UNXT RA PER N A TYPE TOTAK TY I Y)IE;f SCHEDULE DES C. Umly OF UAITS 1606 ---------------------------------------------------------------------------- ARTERIALS CO -WIDE a dwl unit 1 705.00 1 0 705.00 ROAD13 COLLECTURG KURTH 0 dwl unit S 142.00 1 0 .142. 00 LX=R" ( CO -WIDE 0 dwl unit $ 54.00 1 $ 51.00, I ' j, I .:j 'j(Dj. '7 -WXUE 0CO dwl unit 11,184.00 1 a 1,101.0o ANDIINT PUE T.2,2@5.00 RrC F 1 VLO BY S1GNATU-.W_-:. IMTE TO RECEIVING SICPATORY/APPLICANTs FAILURE TO NOTIFY ONNIFIT AIID I]*N!pU!:6.: TIF-117LY PhYMENT MAY RESUIT IN YCUR LIABILITY FOR THE FEE. &=:, 1)Z17RIEUTION: I-CCUNIY I -CITY 2-AfVLXChNT I -COUNTY ORL ADVISED THAT THIS IS A STATEMENT OF FEES WvaGil ffD PAYARLE PRICIN TO ISSUANCE UF A BLITLOYMO P21ANIT, I 11kf;O! 1. .1S1 CY-C-, hnso ADVISED THhT AqY R16HTS OF THa APPLICnYT, OR OWMER1, 113 THE CALCULATIONS CF 7HE ROAD. LTIRARY 37914M ANDIOR TZAWhT1JNA! MFMOW IMPACT FEES MUOT BE EXERCISED BY FILING) A URITTAN REOLEST WITHIN 45 CAUTINDAR DAYS OF TPK Ro01vxM1) UTGN( VIORE DnYC n%VE, tUT NOT LAYER THAN CER11F1UnYE OY 0MCU?ANPY U,: 017UPAFTY. IfE REQUEST FOR REVIEW rUST MEET TEE hi:::( 1. OF THE C' 011'N-fY '..A!,40 DEKIDPNEET CODE. COPIES OF ThE RUIES BOVERMIND APPLAK,", VnY PY ?TCRIO LP. CR nIPLESIED, PROM YVK PLAN WVPLEVEWTAVCCH M14CS; 1:( i';Y I*1R5T UTREET, SAN&ORD, FLORIDh 1277!g (CO7) 665-7=. PAYMENT EFCULD BE MAnE 70c 0'! I F,ARIK P4) 7X31fT TVCLLD hE 1Y CFECK UR KCKEY CRDER, AND PiND C17Y BUILDING PERMIT NUMBER AT YKI TOP On0fAlf bThTUP:aNT IF; VAUID ONLY IN CONJUNCTION WITH ISAUnNCE 07 h60'-:, FAMILY DUILDIHG CITY OF SANFORD PERMIT APPLICATION Permit #: 0 — S Date: _ Job Address: 0 Description of Work:( Historic District: Zoning: V Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Po41• . yi Electrical: New Service — # of AMP Addition/Alteration Change of Service Temporary Pole _ _` VaMechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cale Required) - Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WateyClosets Plumbing Repair— Residential or Commercial_ N Occupancy Type: Residential Commercial industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required: ror (beber than X) Parcel it: ( Attach Proofof Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &' Address: License Nu Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: SRO r156 30 Phone. Fax: -- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with'all applicable: law: reg-tilatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN Yoi m PAVING 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. N TICE: 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water managem ge cml agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personalh no%kn to Me or Produced ID APPLICATION APPROVED BY: Bldg. Zoning: Initi I & Date) aO%_3 Si ure of Concxctor/Agent Date obe,c4 5D In Contractor Agent's Name Signature of I:o_.y-State of Florida ate Contractor/Ae:-::s _ IY 'erwnaliv Known to Me or Produce.` :D Initial & Date) FD: Initial & Date) (11- ia I & pat: S,wcia! Conditions: 1-7MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Idod Ttru Notary R64 un mmlters PLOT PLAN DESCRIPTION: (AS FURNISHED) A PAR,tEL- OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, 17,1l'y OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMEN,LQ-! AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THEN X RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 75.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 65.00 FEET; THENCE S00'25'29"W A DISTANCE OF 106.82 FEET; THENCE S51'23'10"E A DISTANCE OF 20.97 FEET TO A POINT ON A NON TANGENT CURVE; SAID CURVE BEING CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE OF 16*45,55"; THENCE FUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE 21.95 FEET; THENCE N51'23'10"W A DISTANCE OF 79.10 FEET; THENCE N00'25'29"E A DISTANCE OF 81.15 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. PROPOSED ROSE HILL PHASE II PLAT BOOK PAGE POINT OF BEGINNING A*44 LOT 2 I LOT 3 65.00' 3'46' 589'3E S89.33' 46"E 75.00' SLAB ELEVATIO ti PROOPOS ED m LppR 5WABOVECROWDRAINAGETYPE A t+ll' LT T BE 16" o n p'ADJACENTROADUNLESAPPROVED 1 I i ATIO: I OTHERWISE i 17.7' a0.0' 7.3' PROPOSED d i 3.38' LOT 4 0) Ln N I PROPOSED MODEL 2879 589'33'46-E FINISHED FLOOR I 0) ( V to I ELEVATION=48.5 N o0 cV GO I I o 1f) LO n n POINT OF o i A/C orMo COMMENCEMENT Z I 0 Z NORTHWEST CORNER OF LOT 25. I 14.7' nl ry 19.6' 7.3' 1 LOT 25 1 BAKERSPHASE1 PCROSSING PLAT BOOK 60, 1 PAGES 27-29. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LOT 5 CONTAINS 7098 SQUARE FEET t THIS STRUCTURE CONTAINS 2106 SQUARE FEET t TOTAL CONCRETE 863 SO. FT. t TOTAL SOD 4129 SO. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 1" = 30' GRAPHIC SCALE 0 15 30 PROPOSED LOT 6 S s2p19 10ok 40, C 1 I / j6.J1 JS BUILDING SETBACKS`-/ a'3 e6, Di w FRONT: 25'_p REAR: 20' ° ; - Pr SIDE: 5' CORNER: 15' }ti> } MINIMUM LOT WIDTH 50' e o LPL PREPARED FOR: Co 0•o AegF 4 D. R. HORTON c, c J\ OPO OQLEGEND el? THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 5 AS BEING N89'33'46" W PER PLAT. FIELD DATE: ) SCALE: I" ^ 30 FEET APPROVED BY: WRM JOB NO. ASM40140 DRAWN BY: REVISED: PLAN 2-17-03 CC/JML LB LSPRM PCP P) M) CALC) FNDC/ w S/W CP PDPCs NG O BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT O CONCRETE 6 DENOTES DELTA ANCLE L DENOTES ARC LENGTH LAND SURVEYING BUSINESS C B. DENOTES CHORD BEARING LAND SURVEYOR PC DENOTES POINT OF CURVATURE PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE PER PLAT PT DENOTES POINT OF TANGENCY MEASURED IYP TYPICAL CALCULATED A/C AIR CONDITIONER FOUND CBw CONCRETE BLOCK WALL CONCRETE WALK RP RADIUS POINT SIDEWALK R RADIUS CONCRETE PAD Cs CONCRETE SLAB PLAT BOOK C CHORD LENGTH PAGES R/W RIGHI-OF-WAY NATURAL GRADE ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND gig2. NO UNDERGROUND IMPZOVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE A14D THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LON6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 Z 65 3 FOR HIE FIRM WILLIAM R. M SCATElLO JR. PSM#4928 DATE r FORM- 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 4HI\ A Builder: DR HORTON Address: 'SC 7- , C_ \11ct_' L. Permitting Office: City, Stater-r- i Permit Number: Owner: D. Z - Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 fie c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insufation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=1 1.0, 460.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Pnsul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Mood, Adjacent R=11.0, 622.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizonc heating) Glass/Floor Area: 0.11 Total as -built poi: -its: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: SZ DATE: 05.02 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: ..: . Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v32) 00 S 4V,OF TFl> TAT 0 at FORM 60OA-2001 I SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 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 1".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 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Pffformance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGauge'" DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1, , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0. 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 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 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@)/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Pffformance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As. -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGauge Im DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODEE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 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 23683 4868 10.256 38807 1 18544 4898 10495 33937 PASS OF THESI r9 oG O v'•f { : as tiCor) EnergyGaugelm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building PE.1rformance 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, penetiations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeI" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. l . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family 1 SEER: 12.05 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int insul, Exterior R=3.0, 876.0 ft2 EF: 0.86 b. Frame, Wood, Exterior R=11.0, 785.0 ft2 b. N/A c. Frame, Wood, Adjacent R=1 1.0, 622.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0,2091.0ft' 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed 01T11ES7, 14, Y ,, _ ; , or based on installed Code compliant features.IS Builder Signature: P % Date: 4 f C00 11 11 Address of New Home:,3 C, yG C' G f 1 ,o City/FL Zip:'"! . > 1 -.= ' - wE J NOTE: The homes estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour scare is 80 or greater (or 86for a US EPA/DOE EnergyStarr"designation), your hone cony qualify for energy efficiency mortgage (EEM) incenti ves if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at xntinv f ec.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: 2879 MODEL REVISED 10-3-97 10 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: Desi•n In'."ormation Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 40970 Btuh Structure 35571 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 40970 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 36315 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 8.4 HSPF Efficiency 10.0 EER Heating input Sensible cooling 40600 Btuh Heating output 0 Btuh @ 470F Latent cooling 17400 Btuh Heating temp rise 0 OF Total cooling 58000 Btuh Actual heating fan 0 cfm Actual cooling fan 1933 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.054 cfm/Btuh Space thermostat Load sensible heat ratio 82 Soldrfalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite Residential"5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:1Files\drhorton\2879\2879REVO.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D w Entire House DEL AIR HEATING,AIR (:ONDITIONING,R Job: 2879 MODEL REVISED' 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 'F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 "F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 golb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 6oldrtalic values have been .manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 4CCA E:%Files\drhonon\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 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 LIV/DIPJ/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 ED 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER 13EDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRFA 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n Sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 i, wrighltsoft Right -Suite Residential*" 5.0.64 RSR26015 2002-Feb-28 13:29:06 CCG, E:tFilesldrhortonX2879\2879REVD.rsr Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 BEDFZM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 15.0 0.0 wrjghtsoft Right -Suite Residential' 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\ditrton\2879\2879REVD.rsr page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 MANUAL J: Rn ta. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 fl 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg ft') Hig Clg 5 Gross a 14B 4.6 2.1 1028 28.1 0 "" 88 Exposed b 12C 2.9 1.9 1000 6&I 0 p walls and c 13C 3.2 1.2 552 1404 88 64 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 t) 0 0 f0.0 0.0 0 tt 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0- 0 0 0 0 d 0.0 0 0 0 0 0 0•"' 0 0 e 0.0 0 0 0 0 0 0 0 0•"• f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling ENV 0.0 0 0 C 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 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 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 228 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 355 9454 3039 91 2424 779 18 479 154 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3725 10% 859 10% 118 10°/ 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 3234 10°/ 605 10°/ 107 10% 26 19 Total RSH gain=(17+18)•PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RigM-Suite Residential'" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Filesldrhorton12879t2879REVD.rsr Page 1 RIGHT-J WORKSHEET N Entire House DEL AIR HEATING,AIR CONDITIONING,R 100 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-9.7 MANUAL J: fin La. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 It 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 100 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 fli heat/cool 8.0 ft heal/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft°) Htg I Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 80 83 104 0 Exposed b 12C 2.9 1.9 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 1(i 591 16 591 0 0 glass doors b 8C 37.0 0 0 1) 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0•"' 0 0 d 0.0 0 0- 0 0 0 0 0 0 e 0.0 0 0 I 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 1 0 0 0 0 0 glass doors NE/NW 51.4 0 0 C 0 0 0 0 0 Cooling EAN 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 C 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net - a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 001 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 16 426 1371 16 426 137 16 426 137 0 01 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 14 Duct loss 10 °/ 144 10 °/ 149 10°/ 159 10 °/ 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 103 10°/ 104 10°/ 138 10°/ 0 19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wt<' ttgl'7t50'FC RigM-Suite Residentiall"5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCP', E:Tiles\drhortont2879t2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 It 12.0 It 28.0 It 11.0 ft 3 Room dimensions 17.0 x 19.0 It 12.0 x 17.0 It 16.0 x 12.0 ft 11.0 x 13.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg ft') Hig Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 288 96 0 •••• 0 Exposed b 12C 2.9 1.9 64 r) 96 0 walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 •"• 0 e 0.0 0.0 0 0 0 .... 0 f0.0 0.0 0 1 0 .... 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0'"' 0 0 d 0.0 0 0 C 0 0 0•"' 0 0 e 0.0 0 0 0 0 0 0 0 0•"' f0.0 0 0 C 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 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 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 F000 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 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 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 198 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 53 1411 454 10 266 86 15 3991 128 0 01 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less extemal heating 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 566 10 °/ 154 10°/ 192 10 °/ 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 549 10°/ 231 10% 157 10°/ 42 19 Total RSH gain=(17+18)•PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 1201 Air required (cfm) 0 328 01 138 01 94 0 25 Printout certified by ACCA to meet all rE:quirements of Manual J 7th Ed. wrtghtsOft Right -Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06 CC,K E:\Files%drhortont2879t2879REVD.rsr Page 3 RIGHT-J WORKSHEET N Entire House DEL AIR HEATING,AIR CONI)ITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-9.7 MANUAL J: /th Ed. 1 Name of room ACTIVITY RM BEORM 4 BEDRM 3 2 Length of exposed wall 59.0 It 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 If 150 x 10.0 ft 16.0 x 12.0 It 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg W) Htg Clg W) Htg I Clg W) Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 Heating c 9C 38.7 0 0 t) 0 0 0 d 0.0 0 0 t) 0- 0 0 e 0.0 0 0 0 0 0 0 If 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 1 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 1: 621 15 711 South 0.0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 C 0 0 0 0 0 b 0.0 0.0 0 0 0 C 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 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 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 d 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 f 0.0 0.0 0 0 0 01 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 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 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 0 0 0 0 0 0 12 Infiltration a 1 26.61 8.6 90 2397 770 151 399 1281 15 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 74 Duct loss 1 1 151 10°/ 188 15 Total loss = 13+14 9968 1662 2070 16 InL gains: People Q 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 872 10% 133 10°/ 167 19 Total RSH gain=(17+18)'PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 0 79 0 100 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA. E:Tilestdrhorton1287912879REVD.rsr Page 4 i MiTek" January 27, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4421339 1hru 14421366. Total : 2S drawings. Job DR2S79Dw- Builder D.R. HORTON Location BAKERS CROSSING, LOT 5 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Addre,,s :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) 28 Truss drawing. 2) Truss Index. 1 lanuary 27. 2003 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. TRUSS INDEX OF JOB DR2879D Trusses included=28 0,"\DR2879D\a.tre" 14421339 1,'1DR2879D\all.tre" 14421340 ZIDR2879D\a7.tre" 14421341 3,"\DR2879D\a9.tre" 14421342 4,"1DR2879D\agab.tre" 14421343 5,"\DR2879D\b1.tre" 14421344 6,"\DR2879D\bgab.tre" 14421345 7,'1DR2879D\bgab2.tre" 14421346 8,'1DR2879D\c.tre" 14421347 9,"\DR2879D\cgab.tre" 14421348 10,"\DR2879D\d.tre" 14421349 11,"\DR2879D\dgab.tre" 14421350 12,"\DR2879D\dgab2.tre" 14421351 13,"\DR2879D\e.tre" 14421352 14,"\DR2879D\e1.tre" 14421353 15,"\DR2879D\fl9.tre" 14421354 16,"\DR2879D\f22.tre" 14421355 17,"\DR2879D\f22a.tre" 14421356 18,"\DR2879D\f23.tre" 14421357 19,"\DR2879D\fg.tre" 14421358 20,"\DR2879D\j.tre" 14421359 21,'1DR2879D\k.tre" 14421360 22,"\DR2879D\k1.tre" 14421361 23,"\DR2879D\1.tre" 14421362 24,'1DR2879D\11.tre" 14421363 25,"\DR2879D\m.tEe" 14421364 26,"\DR2879D\rn1 Are" 1 4421365 27,"\DR2879D\s.tre" 14421366 No. 4.5161 STATE OF s ss foR' CO, oWAt January 27, 2003 A WARMNO - VerVy dsrariyn paranseters and READ NOTES ON THIS AND REVERMI 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 veiticalty. Applicability of design parameters and proper Incoipotaflor of component Is tesponslblllty of building designer - not truss designer. Bracing shown Is for lotetal support of individual web membets only. Additional tompoiaty bracing to Insure stability dutdng construction Is the tesponsiblllty of the erector. Additional permanent bracing of the overall structure Is the iesponslblllty of the building deslgnet. For general guidance tegaiding fabtloallon, quality control, storage, delivery, election and btacing. consult CST-83 Quality Standard. OSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Rocommondallon available from Truss Plate Institute, 593 D'Orofrlo Dtive, Madison, WI53719. t MiTekQD PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * Center plate on joint unless Damage or Personal Injury 17711 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. pie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each a c other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, Q joint and embed fully. Avoid knots and wane plates/e" 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 14 length(+ 6" fromceC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MYDRO,A/R ® b Truss Truss Type Qty Ply HORTON 14421339 2379D A ROOF TRUSS 19 1 optional) all-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 6-0.12 11-7-0 17-1-4 23-2-0I 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 SWIe - 1:39,6 4#• - 4 6,00 12 2.4 \\ 2.a 3 5 6 2 1 yyIdI 3.4 = 6 7 3.4 - 3.4 - 54 = 1 7-10-13 15-3.1 23-2-0 7-10-13 7-4-:. 7-10-13 ate Offsets X,Y : [7:0-3-0,0-3-01 ADING (psf) SPACING 2-M CSI DEFT. in (loc) I/deft PLATES GRIP LL 30.0 Plates Increase 1.33 TC 0.58 Vert(I-L) 0.08 8 >999 M1120 249/190 DL 7.0 Lumber Increase 1.33 BC 0.47 Vert(fL) -0.18 7-8 >999 XL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a DL 10.0 Code FBC2001 1 st LI, LL Min I/deft = 480 Weight: 105 lb MBER BRAKING P CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. EBS 2 X 4 SYP No.3 ACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2= 1 97(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) RCES (Ib) - First Load Case Only P CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 T CHORD 2-8=1507, 7-8=1037, 6-7=1525 EBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 TES (5) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint 2. Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `^1 B AD CASE(S) Standard •.....••(. J.. NL 45161 ry sOSTATEOF A WARMNO - Verify design paramctere and READ NOTES ON TWS AND RE VERSE' SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design h based only upon parameter:: shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotporation of component is responsibility of building designer - not truss deslgnet. Bracing shown is for ldtetal support of Individual web members only. Additional tempotaiy bracing to Insure stability during construction Is the tesponsibllity of the erector. Additional permanent btbcing of the ovetall structure is the 1-ssponslbillty of the building designer. For general guidance tegaiding tabrkation, quality control, storage, delivery, election and bracing, consult OST-811 Quality Standard, OSB-89 Bracing Spaclficatlon, and HIB-91 Handling Installlna and Bracing Recommendatlon available from Truss Plate institute, 583 D'Onofrio DrNe, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/. *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. Ye J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against each c: c other. WEBS J5 3. Place plates on each face of truss at eachQh"*For 4 x 2 orientation, locate Q o joint and embed fully. Avoid knots and wane at joint locations. plates I/B" from outside edge of a 7 truss and vertical web. a O 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MfTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. r fC° CLIP FORM018,019 MA"G-tiaL O HYDRO -AIR Job Truss Truss Type Qty Ply HORTON 14421340 DR2879D A11 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-0+ 5-9-4 11-0-0 1 1:1.2-0 1 17.4-12 1 23.2-0 i 1 1-0-0 5-9.4 5.2-12 1.2-0 5-2-12 5-9.4 Swie • 1 40.1 4,S = e.6 4 5 6.00 12 3.4 3.d 3 6 d 7 2 US = 11 10 9 B 3, 2.4 II 3.4 0 5.6 = 2.4 II 5-9.4 11-0-0 17.4-12 23-2-0112-.?-0i 5-9-4 5-2-12 1-1-0 5-2-12 5-9-4 Plate Offsets {X,Y): j9:0-3-0,0-3-0) LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 VE!rt(LL) 0.09 10-11 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 VE•rt(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. GC 7i[3r r LOAD CASE(S) Standard No.45161 STATE OF o A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation 3f component is responsibility of building designer - not truss designer. Bracing shown is for Wetal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcing 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 Speclflcation, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/8securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each c2 c3 other. 0 Cr WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o o joint and embed fully. Avoid knots and wane at joint locations. plates/ a" from outside edge of a y u truss and vertical web. a o 4. Unless otherwise noted, locate chords laces Pat I14 length(' 6" from caC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 BEARING Indicates location of joints at which bearings (supports) occur. FORM018, 019 WISC/ DILHR 870040-N, 930013-N, 910080-N WWI t @ 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, IIIIIIIITM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP a ob Truss Truss Type Oty Ply HORTON 14421341 R2879D A7 ROOF TRUSS 1 1 L tional CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-0 3-9-4 7-0-0 11.7-0 1 16-2-0 1 19-4-12 1 23-2-0 1-0-0 3-9-4 3-2-12 4-7-0 4-7-0 3.2.12 3-9-4 Sure • t:ao,o 5xB = 36 II 5x8 = 4 5 6 6.00 12 2x4 C 2x4 4 7 B 2 Iy d 1 it 1.)9 3.8 = 3 B = 3x4 = SrB = ]xa = 11-7-0 16-2-0 23-2-0 1 7-0-0 4-7-0 4-7-0 7-0-0 Plate Offsets X,Y :(2:0-8-0,0.0-61_f4:0-1-12,0-2-12j, j6:0-1-12,0-2-121, [8:0-8-0.0-0-61, f10:0-4-0,0-3-0 LOADING(psf) SPACING 2-M CSI DFFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 VE!rt(LL) 0.25 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WS 0.34 Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-1-6 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2140/0-4-0, 2=2231/0-4-0 Max Harz 2=135(load case 4) Max Uplift8=-1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-3944. 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3-11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. 5) Girder carries hip end with 7-M end setback` +V 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down arid 528.01b up at 16-2-0, and 603.21b down _` .• F1., is to the building designer. and 528.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s) delegated 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE(S) Standard N0 451611) Regular: Lumber Increase=1.33, Plate Increase=1.33 0 = Uniform Loads (pl0 Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0 ' STATE OF Concentrated Loads (lb) Q. R Vert: 11=-603.2 9=-603.2 ,( '•, R 10*' A WARNING - VerVy design parameter* and READ NOTES ON THIS AND REVERS: SIDE BEFORE USE. Design valid lot use only with MiTek conneclots. 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 Incotporatlon of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional t-)mporary bracing to Insure stability during conshuctlon Is the responslblllty of the erector. Additional permanent bibcing of the overall structure Is the •esponsibility of the building designer. For general guidance tegarding labtloatlon, quality control, storage, delivery, election and bracing, consult CST -BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing R*commendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. MiTek® mumb hg SY08M elGenwd sa w [facts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tV. *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. ye. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 other. o WEBS J5 oc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; Q o_ joirTt and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of a y truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I /4 length(+ 6" fromuupanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ' r CLIP FORM01 B.01 V oAiYG-NAIL O MYDROAMR ® Job Truss Truss Type Oty Ply HORTON 14421342 DR2879D A9 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-01 4-9-4 9-0-0 14.2-0 1 18.4.12 1 23-2-0 1111 1-0-0 4-9-4 4-2.12 5-2-0 4-2-12 4-9-4 Stale • 1:40.1 t 46 _ 44 = 4 5 6.00 12 2.4 N4 i 3 5 d 7 2 la 114 9 B 3. = U4= 56= 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9.0.0 Plate Offsets (X,Y): [8:0-3-0,0-3-0j LOADING (psf) SPACING 2-" CST DE:FL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1s LC LL Min I/defl = 480 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz 2= 1 63(load case 4) Max Uplift7=-570(load case 5), 2=-670(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=-341, 4-9=299, 5-8=310, 6-8=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding •370 lb uplift at joint 7 and 670 lb uplift at joint 2. Ear t 5) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. C [ 7 L/•. LOAD CASE(S) Standard ••" G• NO, 4.5161 yt CC 0's STATE OF r ass%'0R110 ANAL AWARNING - VerVy design parameters and READ NOTES ON THIS AND REVEJM: SIDE BEFORE USE. Design valid lot use only with MITek eonneetots. This design Is based only upon paromete s shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parometets and proper Incotpoiallor. of component is responsibility of building designer - not truss designer. Btacing shown is lot lateral support of Individual web members only. Additional tumporaty bracing to Insure stability during consttuctlon is the iesponsiblllty of the erector. Additional permanent brbcing of the overall structure is the Iesponslblllty of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocommondallon available from Truss Plate Institute, 583 D'Or,oftlo Drive, Madison, WI63719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property V J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c 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 3 ,n O joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a y V truss and vertical web. a 4. Unless otherwise noted, locate chordsplices 4 ce , o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Jolnt/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016. 019 WISC/ DILHR 870040-N, 930013-N, 910080-N Mio MiTeke NYDRD, A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. _ PANEL © 1993 Mitek Holdings, Inc. CLIP Job Truss Truss Type Qty Ply HORTON 14421343 DR2879D AGAB ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1-0-0 6-0-12 11.7-0 17.1-4 1 23-2-0 1 1 1-0-0 6-0.12 5-6-4 5-6-4 6-0.12 Scale • 1:39,6 dab = 4 6,00 12 3 5 6 2 1 a 3x4 = 6 7 3.4 = 3.4 = Sx6 = 7-10-13 15-3.3 23.2-0 7-10.13 7-4-5 7-10-13 Plate Offsets X,Y : (4:0-2-0,0-0-8j, [7:0-3-0,0-3-0), L22:0-",0-0-0) LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vort(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vf1rt(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz2=197(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7.8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. it 5) Gable studs spaced at 2-" oc. 6) Provide mechanical connection (by others)of truss to bearing plate at joint(s) 6. .• C., J 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1305 lb uplift at joint 6 and 699 lb uplift at joint •`Q •, 7A_ 2. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t Nb. 4.5161 LOADCASE(S) Standard STATE OF w ; nraL FAVAMI Q WARNTNO - VarVy design parameters and READ NOTES ON TBIS AND REVERSIS SIDE BEFORE USE. sononn e Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorpotalbr of component Is responsibility of building deslgnet - not truss deslgnet. Bracing shown Is for btetal support of Individual web members only. Additional temporary bracing to Insure stablllty duting construction Is the tesponsiblllly of the erector. Additional petmonent bracing of the overall structure is the responsibility of the building designer. For general guidance tegatding tabtbalion, quality control, storage, delivery, erection and bracing, consult QST-85 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instaillnct and Bracing Recommendation available from Truss Plate Institute, 583 D'Orofrb olive, Madison. WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint.unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachaC73 other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o s a:joirTt and embed fully. Avoid knots and wane plates/B" from outside edge of O o. y V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chard splices o at'/4 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 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 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 GAMG-NAIL (V MMRMAZR0 Job Truss Truss Type City Ply HORTON 14421344 DR2879D B1 MONO SCISSOR 25 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 I-1-ml 5-9-12 1 11.2-2 1 16.10-0 1 1-" 5-9-12 5-4.6 5-7.14 Scale • 1:49.3 1 3.4 = 6 5 ldl 6,00 12 2.411 4 5.8 i 3 r 2.411 e US 30o r 12 2 9 1 5.6 3.4 5-9-12 11-2-2 16-10-0 16-11-12 5.9-12 5-4-6 5-7.14 0-1-12 Plate Offsets X,Y : [3:0-3-0,0-3-01, 5:0-3-3,Edge]_[5:0-2-15,0-1-12), [9:03-0,0-3-01 LOADING (psi) SPACING 2-M CSI DI=FL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vort(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vr;rt(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Hurz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 15t LC LL Min I/defl = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5 8 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737. 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy -:ategory 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. it D r f 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard j Ci t = P10. 4.5161 0 STATE OF O R ONAf. A WARNING - Ver-My design panantieters and READ NOTES ON THIS 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 boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional t-smporaty bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent btbcing of the overall structure is the responsibility of the building deslgner. For general guidance regarding fabrication, quality control, storage. delivery, election and bracing, consult OST-e8 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Glace Institute, 593 D'Onofrb Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes 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. Al 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 3 ; Q o_ joirTt and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(* 6" fromcaC, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMOIB,OIV HYDRO -AIR Job Truss Truss Type Oty Ply HORTON 14421346 DR2879D BGAB2 ROOFTRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1-0-0 5-10-8 1 1-2.8 16-10-0 1.0-0 5-10-8 5-4-0 5.7.8 2.4 11 2.4 1 to 2.4 11 6.00 f 12 3.4 i 9 6 2.4 II 7 2.4 p.4 II .4 II 21 2.4 11 6 5 24 20 3 II 'r3 2.4 II . 11 2 1 3.4 0 19 16 17 16 15 14 13 12 2.4 II 2.4 11 2.4 II :1.4 = 2.411 2.4 II 56 = 3.6 i 8-6-8 16-10-0 8.6-8 8-3-8 Plate Offsets X Y : [3:0-3-0,0-3-01_[13:0-3-0,0-3-01 LOADING(psf) SPACING 2-M CSI DI_FL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 VE:rt(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 VEtrt(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS (lb/size) 12=764/0-1-8, 2=877/0-8-0 Max Horz2=708(load case 4) Max Upliftl2=-664(load case 4), 2=-442(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136. 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795. 8-9=-111, 9-10=-38, 10-11=41, 11-12=-124 BOT CHORD 2-19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=:526, 12-13=526 WEBS 5-24=-383,16-24=-417,16-23=354,22-23=424,8-22=542,8-21=-736,20-21=-722,12-20=-737,10-20=-94,13-20=-72, 9-21=27, 14-21=7, 15-22=129, 7-23=-75, 6-24=6, 17-24=53. 4-18=90, 3-19=-E-6 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint pj2. i B4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. ` 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Dines, FL 33331. t F r., LOAD CASE(S) Standard j' rJ I! i t No.45161 r0STATEOF .: CV sue" s . o ioa AWARMNO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectots. 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 only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the msponslbllity of the building designer. For general guidance regarding fabrication, qualify control, storage. delivery, erection and bracing, consult OST-BE Quality Standard, DSB-89 Bracing Specification, and HIB-91 Hondling Installing and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tV. *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. 1 J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against each c2 c other. 0 WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, , ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of c o_ a4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords lacesPI/ 4at panel length(+ 6" from adjacent joint.) u C, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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 iCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40` unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO16,OiV o-w.ot O RD,AIR® Job Truss Truss Type Qty Ply HORTON 14421347 DR2879D C ROOF TRUSS 1 1 optional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 5.2-4 9-10-0 14-5-12 1 19-8-0 120.8-0 r1 1-0-0 5-2-4 4-7-12 4.7.12 5-2-4 1-0-0 Scale - 1:35.1 4.5 = 4 6.00 ,2 2.4 2.4 4 3 5 2 B r a 8 3x4 = Sxe = 3.4 = 9-10-0 19-8-0 9-10-0 9-10.0 Plate Offsets X( Y): [8:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Ut LC LL Min Well = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc puriins. BOT CHORD 2 X 4 SYP No.2D B-DT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6=1000/0-4-0 Max Horz 2= 161 (load case 4) Max Uplift2=-605(load case 4), 6=-605(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360. 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6-8=1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy,:ategory II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 6. 4) Truss Engineer. Junaidie Budiman• PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard I No. 4.5161 ,k O STATE OF t CV S. toRIOA'' on aL A WARNING - Ver(jy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design validfor use only with MITek connectors. This design is based only upon parameters shown, and is for on IndNldual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpoiallon of component is responsibility of building designer - not truss Mi! designer. Bracing shown is for lateral support of Individual web members only. Additional Iompotary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the •esponslblllfy of the building designer. For general guidance regarding fob0catbn, quality control, storage, dellvery, election and bracing, consult OST-BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Otroftb Drive. Madison, Wt 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Al J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each c2 c other. o WEBS J5 Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; Q o joint and embed fully. Avoid knots and wane at joint locations. plates/s" from outside edge of a truss and vertical web. CL o 4. Unless otherwise noted, locate chords laces at /4 length(' 6" frompanel adjacent oint. BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e 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 MiTeke engineer. 15. Care should be exercised In handling, MM PANEL TM I0 erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 RD-AIR® I Job Truss Truss Type Oty Ply HORTON 14421348 DR2879D CGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 1-0-0 5.2.4 9-10-0 14.5.12 1 19-8-0 20-8-0II11 1 1-" 5-2.4 4.7-12 4-7-12 5-2-4 1-" Scale - 1:35.1 l 44; = 4 2x4 II 2x4 II 6.00 12 2x4 C 2.4 3 5 2x4 II 2,4 II 2.411 . 4 II x4 11 2x4 11 0 62 Iyr `d1 2x4 11 2.4 II 2x4 II 2,4 II a 2.4 II 2.4 II 2" 11 2.4 II 3.4 = 5.8 = 3.4 = 9.10-0 19-M 9.10-0 9-10-0 Plate Offsets (X,Y): [8:04-0,0-3-0], (18:0-0-0,0-0-0], [19:0-M.0-M], (20:0-M,0-0-0], [21:0-".0-"]. (22:0-0-0,0-0-0], [23:0-0-0,0-M], [24:0-0-0,0-"], [25:0-M.0-M], [26:0-M 0-" LOADING (psf) SPACING 2-0-0 CSI DE:FL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 VErt(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 VErt(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 s: LC LL Min I/deFl = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-4-0.6=997/0-1-8 Max Horz 2= 161 (load case 4) Max Uplift2=-607(load case 4), 6=-600(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=-360, 4-8=540, 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25f: TCDL=4.2psf; BCDL=5.0psf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" ` `C [i] 4) Gable studs spaced at 2-M oc. L 7 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. .• •-••'" j 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding E07 lb uplift at joint 2 and 600 lb uplift at joint '`Q e.4 •, 7 6. ' i 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Dines, FL 33331. f- No. 4.5161LOADCASE(S) Standard STATE OF ty JOa oa rs.N• ANAL r A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. this design h based only upon parameter:: shown, and is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. Additional permanent brbcing of the overall structure is the rtsponslbldlly of the building designer. For general guidance regarding tabrkatbn, quality control, storage, delivery, erection and bracing, consult CST-Bb Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Orn3frb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz c other. o WEBS J5 a:3. Place plates On each face of truss at each For 4 x 2 orientation, locate i , ; ; ¢ o joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a y _ truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at'/4 panel length(+ 6" from adjacent joint.) ce C, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLI P FORM018.019 a -Nat 19 NYDRO.AlR® Job Truss Truss Type Oily Ply HORTON 14421349 DR2879D D SCISSORS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 3-10-11 7.4-0 10-9-5 14-3-01 1 1-0-0 3.10.11 3-5-5 3-5-5 3-5-11 wle • 1:25.1 dd = 4 8.00 Fi2 2.4 = 2.4 = 5 3 7 5.8 = 6 q 2 3.00 12 l 314 US 11 54 Zz 7-4-0 14-3-0 7-4-0 6-11-0 Plate Offsets (X_Y): f6:0-M,Edgej, f6:0-3-3,0-9-61 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 V art(LQ 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 V.;rt(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 H,)rz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 Ut LC LL Min I/deft = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=638/0-8-0, 2=742/0-8-0 Max Harz 2= 141 (load case 4) Max Uplift6=-353(load case 5), 2=-467(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 4-5=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy (:ategory 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grails formula. Building designer should verify capacity of bearing surface. p`, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint ` t [ 2 / lFl' 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. ' `Q ,4 •. 7 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE(S) Standard * N0 4511 0 FATE OF ty A • ass'%[ O R 10,''' ANAL A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSIS SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon paramete s shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional tompolwy bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instolllna and Bracing Recommendation available from Truss Plate Institute. $83 D'Ortolrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes 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. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a ,, ; Q o joirTt and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of d truss and vertical web. a o 4. Unless otherwise noted, locate chord P at 114 length(' 6" fromUpanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints of 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -MAIL ® MYDRO,AIR®, Job Truss Truss Type Oty Ply HORTON 14421350 DR28790 DGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 7-4-0 _ 14-e-0 -- _ r 1-M 7-4-0 7-4-0 Scale = 1:25,6 46 - 3 2.e II 2x4 II 6,00 12 2.4 II 2.4 II 4 2 Li a 1 2,4 II 2.4 II 5 2.4 II 2x4 II 3x•1 = N4 II 3.4 = 7-4-0 14.M 7-4-0 7.4-0 Plate Offsets X,Y :[10:0-M,0-0-0[_[11:0-0-0,0-0-01_[12:0-M,0-0-01, [13:0-M,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vart(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 H3rz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D B DT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-8-0 Max Horz2=141(load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5=646, 4-5=646 WEBS 3-5=143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-M oc. it I , 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. t 'J(f 6) Provide mechanical truss to bearing .377 lb 4 482 lb . / connection (by others) of plate capable of withstanding uplift at joint and uplift at joint _* ... 2. Vie., 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Ij Ci I r LOAD CASE(S) Standard t N0, 4.5161 rSTATEOF Al NEWSnI 1-1 AWARNING - VerVy design paresneters and READ NOTES ON THIS AND RE VERS11: SIDE BEFORE USE. Design valid for use only with MiTek connectots. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of bulkling designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporaty bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall shuctute is the msponslblllty of the building designer. For general guidance regarding fabrlaotlon, quality control, storage, delivery, erection and btacing, consult OST-811 Quality Standard, DSB-89 Bracing Specification, and HIR-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each a c other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , Q o joir>t and embed fully. Avoid knots and wane at joint locations. plates I /B" from outside edge of a ° _ truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I14 length(+ 6" from C6 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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 of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. " CLIP FORM018.010 GANG-"""® HYDRU AIR ® I Job Truss Truss Type City Ply HORTON 14421351 DR2879D DGAB2 MONO VAULT 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2003 Page 1 t-0-0 u-6-0 1 2.4 I I Stale • 1:42.2 4 600 12 2.4 II 2.4 II 2x4 II 5.0 i 2.4 11 lr 2.4 11 I I I n 2.4 II B 2.4 II 2 2.4 11 5.6 2.4 II 1 3.4 3.o0 12 5 3.4 a 7-6-0 14-6-0 7-6-0 7-2-0 Plate Offsets (X,Y)_[3:0-2-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 V.;rt(LL) 0.11 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 H,lrz(TL) -0.08 5 n/a BCDL 10.0 Code FBC2001 lst LC LL Min I/deFl = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8.5=680/0-1-8 Max Horz 2=621 (load case 4) Max Uplift2=-376(load case 4), 5=-594(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12. 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-0=1208, 5-6=1180 WEBS 3-6=724, 3-5=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancyrategory II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 2-" oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grails formula. Building designer should verify iC ISr f capacityofbearingsurface. `9 G 1]LJ 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. _` .• ` 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint '`Q q :•, 7 1. 5. f 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. * ' riQ. 4 51 fi1 • LOAD CASE(S) Standard "rj AT s STATEOFs•` o R to AL WARNING - VerVy design parameters and READ NOTES ON THIS AND REVER&I SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown• and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incolpoiailon of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional tompoiaty bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent bibcing of the overall structure Is the esponsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard. 056-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrlo Drive. Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u a other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q O joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a ° V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 14 length(+ 6" from u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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, 4 e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 MYDR0,41R0 Job Truss Truss Type Oty Ply HORTON 14421352 DR2879D E ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 1-0-0 4-2-0 _ 8.4-0 I 9-4-0 i i 1.0.0 4.2-0 4-2-0 1-0-0 Scale - 1.17.0 4dt = 3 6.DO 12 4 2 Ll 5 l I 1 2.4 II 8 2.4 = 2.4 = 4-2-0 8-4-0 4-2-0 4-2-0 LOADING(psf) SPACING 2-M CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vort(LL) -0.00 6 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TUP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz2=-86(load case 5) Max Uplift2=-309(load case 4), 4=-309(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-372, 3-4=-372, 4-5=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3-6=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy (category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard it No. 4 5161 STATE OF = o vaL A WARMNO - VerVy design pararneters and READ NOTES ON THIS AND REVERT SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional Iomporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the •esponslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard. DSB-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendatlon available from Truss Rate Institute. 583 D'Onof to Drive, Madison, WI53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of 0 o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" from ca C, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. % CLIP FORM016,019 MYDRD A/R® Job Truss Truss Type Qty Ply HORTON 14421353 DR2879D E1 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2062 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 1-0-0 4-2-0 7-0-0 1 1 1 1-" 4-2-0 2-10-0 4x = Scale • 1:16 4 3 6,00 f2 4 2 Li Id 2.4= 56= 2.a II e 5 4.12 II 4-2-0 _ 7-0-0 z:211 4-2-0 2.10-0 0-3-8 Plate Offsets X,Y : [4:0-3-3.0-0-61 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vc:rt(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 V6+rt(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Hc)rz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 33lb LUMBER BRACING TOP CHORD 2 X 4 SYP'No.2D TOP CHORD Sheathed or 6-M oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Righl•2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Horz 2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 4-5=260 WEBS 3-6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) 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 '169 lb uplift at joint 4 and 284 lb uplift at joint 2. , E 3t145) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard aG - 1 NO, 4.5161 ,k r STATE OF ct A% ZORI'DIt AWARMNO - Ver{jy derrepn parusnetersr and READ NOTES ONTB73 AND REVERS!; SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is lot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblilly 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-811 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Broclng Recommendation available from Truss Plate institute, 583 Wonofrlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz c nJ5 other. WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a ,,Qjoint o and embed fully. Avoid knots and wane at joint locations. plates/s" from outside edge of d truss and vertical web. a 4. Unless otherwise noted, locate chords laces at 14 length(' 6" from Pc. c, o panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and M(Tek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ti ,. CLIP FORM018.019 CLAM -NAIL O HYDRD,A/RO Job Truss Truss Type Qty Ply HORTON 14421358 D)22879D FG ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9.7 7-3-6 10.9.5 12-9-6 W-5.7 1 20-5-0 1 1 1 1 1 3.9.7 3-5.15 3-5-15 2-0-1 3.8-1 3-11-9 Scale • 1:13.3 2.411 7KB= 7K8= 6d= 6'= 8.8= 46= 1 2 3 4 5 6 7 3.6_ 13 12 -_ 93.4 o e 3.4= 4.6= 1.8= 5K6= 2.411 3-9-7 7-3.6 10-9-0 10#5 1 -6 16-5-7 20-5-0 1 1 1 3-9-7 3-5-15 3-5-10 0{-5 1-11-11 0-0.6 3.8.1 3-11-9 Plate Offsets X,Y : [3:0-4-0,0-4-8)J10:0-2-8,0-3-0) LOADING (psf) SPACING 2-0-0 CSI DI:FL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vf:rt(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 VE:rt(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8=2999/0-3-0, 10=3841/0-3-0, 11=6986/0-3-8 (input: 0-3-0) Max Harz 14=-151(load case 2) Max Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2) 11=-4427(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144. 11-12=-1705, 10-11=-1069, 9-10=1843. 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754. 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES (7) 1) 2-ply truss to be connected together with l Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable 1G end zone; cantilever left and right exposed left DOL:=1.33 DOL=1.33. end vertical and right exposed;Lumber plate grip 3) Provide adequate drainage to prevent water ponding. k Fl i'•. QI4) WARNING: Required bearing inputsizeatjoint(s) 11 greater than bearing size. • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14. 1893 lb uplift at joint i' 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. . f , 6) Girder carries tie-in sparl 23-2-0 from 0-" to 20-5-0; 17-" from 0-" to 20-5-0 No 4 51 fit 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard Y14 E OF CZ/ 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 0 Uniform Loads (plf) •. (o R pA' Vert: 1-7=-892.6, 8-14=-20.0 `(Sh%'••.. ..•' l on aL e WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-811 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tV. *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 a a other. WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 , ; ; Q O joint and embed fully. Avoid knots and wane at joint locations. plates/8" from outside edge of a ° V truss and vertical web. a O 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" fromceC, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. _ 1993 Mitek Holdings, Inc. ' CLIP FORM016,019 OANG-NINL W HMRO.A/R® Job Truss Truss Type Qty Ply HORTON 14421359 DR2879D J ROOF TRUSS 6 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 7-" 1-0-0 7-0-0 3 Scale • 1:20.3 6.00 12 2 1 4 2.4 = 7-" 7-" LOADING (psf) SPACING 2-0-0 CSI DI:FL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 VEtrt(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Ve:rt(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hc1rz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) tsl LC LL Min Well = 480 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/04-0, 4=68/Mechanical Max Harz 2=291 (load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34. 2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard pp f7 Q/ J Will No. 4 5161 CC r` STATE OF s•/ O R M•'' saNAL AWARNTNG - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Indlvidual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality controt, storage, delivery, erection and bracing, consult 1111•81 Oualtly standard, 0S1-89 Bracing SpecMicatlon, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Orofdo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes 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. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 7C 2. Cut members to bear tightly against each c2 other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ¢ joint and embed fully. Avoid knots and wane plates/s" from outside edge of o a V at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chordsplices at panel length(+ 6" from adjacent joint.) uC, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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, 400" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. ' CLIP FORM018. 019 GANG -NAIL ® HYDRD,A/R® i Job Truss Truss Type Oty Ply HORTON 14421360 DIR2879D K ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 5-0-0 t-0-0 5-0-0 J Scale - 1:15.7 6.00 12 2 1 4 2.4 = 5-0-0 5-0-0 LOADING (pst) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vnrt(TL) -0.10 1 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 480 Weight: 18 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=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p,E B1J,Q iFie•• t ' into. 44.5161 ,k STATE OF t et O t10,.• gee. R w•• NA1. A WARNINO - VerVy design pananseters and READ NOTES ON TILTS AND REVERSE' SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Addltbnal temporary bracing to Insure stability during construction is the responslbillfy of the erector. Additional permanent bracing of the overall structure is the nssponslbllify of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-811 Quality Standard, DSB-eV Bracing Specification, and HIS-91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'OnDfrb Drive, Madison, Wl53719. MiTek® symbds PLATE LOCATION AND ORIENTATION al r Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q O For 4 x 2 orientation, locate plates I/s" from outside edge of otrussandverticalweb. r- This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Habevhg) Sysftnn J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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® O FORM018,019 GULr4a-NAJL (V FIMRO-AIR IsGgnwd sav(Wy 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 i at joint locations. a 4. Unless 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. ti CLIP Job Truss Truss Type Oty Ply HORTON 14421361 D 2879D K1 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 5-1-0 5-c-0 2 Scale • 1:15,6 6.00 F12 1 3 20 _ 5-00 5- 00 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0. 0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10. 0 Code FBC2001 Matrix) 1:st LC LL Min I/deft = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP,No.2D TOP CHORD Sheathed or 5-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/ size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=199(load case 5) Max Uplifts=- 93(load case 5). 2=-222(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembrokc: Pines, FL 33331. LOAD CASE( S) Standard Q 9t BliFflNo. 4. 5161 Y O : STATE A WARNING - Ver(fy design parameter* and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-fir, Quality Standard, DSB-89 Bracing Spectflaatlon, and HIB-91 Handling Installing and Bracing Rocommondallon available from Truss Plate Institute, 583 D'Ononb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c? a other. WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate K, a ,, L¢joint O and embed fully. Avoid knots and wane at joint locations. plates I/e" from outside edge of a ° truss and vertical web. o 4. Unless otherwise noted, locate chords laces at I/4 length(' 6 frompanel adjacent oint. BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. % CLIP FORM016,019 ago-NAiL (V M%DRO,A/R ® Job Truss Truss Type Oty Ply HORTON 14421382 D)22879D L ROOF TRUSS 3 1 o tional ACCUSPAN-TH, LONGWOOD. FL, MTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 I 1 0 0 I 3-0-0 1-0-0 3-0-0 scale • 1:10.3 e.00 12 2 t 4 2.4 — 3-0-0 i 3-0-0 LOADING (psf) SPACING 2-" CSI DEiFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-" oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parbally,MWFRS gable end zone: cantilever left and right exposed :Lumber DOL=1.33 plate grip DOL=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 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 t No. 4.5161 • '` 60— STATE OF ct k% •; 0 R lol+AAer.4M 4 v A&WARMNO - Ver(& design parameters and READ NOTES ON THIS AND REVERSIS SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for Weial support of Individual web membets only. Additional temporary bracing to Insure stablBty during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the tesponslbplly of the building designer. For general guidance regarding fobrloaflon, quality control, storage, delivery, etectlon and bracing. consult OST-Ell Quality Standard, DSI.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendallonavailable from Truss Rate Institute, 683 D'Onofrlo Drive, Madison, WI63719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. A J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c3 other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q O joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of d V truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices of / 4 length(+ 6"from C, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility Ptyof truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M! Tek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ti CLIP FORM016, 019 fMR0,4IR® r Job Truss Truss Type Qty Ply HORTON 14421363 DIR2879D L1 ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 3.0-0 3-40 Scale -1:10.3 e.00 rl a a 3-Wl _ I 3-04) LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC G.14 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP'No.2D TOP CHORD Sheathed or 3-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1=120(load case 5) Max Uplift1=52(Ioad case 5), 2=-131(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 131 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman• PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 17 D/ P10. 4.5161 i0'. STATE OF : toRtOA'' 1.• e A WARMNO - Ver(& design parameters and READ N07'ES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design Is based only upon parameters shown. and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorpoiatk-n of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent br)fPcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available from Truss Rote Institute, 583 D'Onolrb Drive, Madison, WI53719, MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches: Apply truss 1. Provide copies of this truss design to the plates to both sides of and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz a other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q c o joint and embed fully. Avoid knots and wane at joint locations. plates/e" from outside edge of a ° V truss and vertical web. a 4. Unless otherwise noted, locate chords lacesPI/ 4oat panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J6 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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 iCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised in handling, PN TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 GANG-NtiL #"RO,41R® 6, .1 Job Truss Truss Type Qty Ply HORTON 14421384 DP2879D M ROOF TRUSS 3 1 optional) CCU-SPAN-TH, LONGWOOD, FL, MTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 1-0-0 1.0.0 to 1-0-0 1-0-0 Stab • 1:5.9 9.00 12 2 1 1-0.0 1-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(rL) 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 FBC2001 Matrix) 1sl LC LL Min Vdefl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-M oc puriins. BOT CHORD 2 X 4 SYP No.2D BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-1 1 /Mechanical; 2=173/0-4-0, 4=10/Mechanical Max Horz 2=71(load rase 4) Max Uplift3=-31(load case 5), 2=-154(load case 4) Max Grav3=31(load case 4), 2=173(load case 1). 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ill uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 9 iE IS pjNo. 4.5161- ' j STATEOF • ANAL A WAJUBNO - verily design pararrresrm and READ NOTES ON 7WS AND RLDLRVX Sma 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 boded vertically. Applicability of design parameters and proper Incorporafbn 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 brblcing of the overall structure Is the iesponslbBity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST•58 Quality Standard, DS11-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicate"otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each c a other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a , ; ¢ joint and embed fully. Avoid knots and wane plates/8" from outside edge of O d s' V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/a length(* 6" from ce Cfi panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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, 1 e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 aa owti DRO.AIR 7 Truss Truss Type M1 1ROOFTRUSS 14421365 FL, MiTek Industries Inc. 5.000 s Jul 23 z LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 1-" cc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl=-17(load case 5), 2=-46(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 13=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard Score - No. 4.5161 STATE OF i A WARMNO - Ver W design paransrtersr and READ MOMS ON rMS AND REYEMC SWE BEMRE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and h for an Individual bulkling component to be Installed and loaded vertically. ApplIcablilty of derdgn parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bxacing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overa8 structure Is the iesponslbBlty of the building designer. For general guidance regarding fabrication, quality control, storage, clellveiy, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoftlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz other. o Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o_ joirTt and embed fully. Avoid knots and wane at joint locations. plates /e" from outside edge of V truss and vertical web. 0 a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from cec, r panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 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® O TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016, 019 NMRO,A/R 0 ID;22879D Truss ROOF TRUSS I CITYI Ply HORTON 14421366 2.= 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 5-2.5 9-10-13 LOADING (psf) SPACING 2-M CSI DEFL in loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(rL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Ina NO WB 0.38 Horz(rL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=311/Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz 2=367(load case 2) Max Uplift4=369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 23=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-0=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf-, occupancy (:ategory II; exposure B; parbally;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 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=4.4-to-4=-183.1, 2=0.0-toy=-49.5 A WARNING - VerW design parameters and REM NOTES ON TB7S AND REVERS3* BIDE BEFORE USE. p,E l3t D C t : No. 4.5161 Design valid for use onty with Mnek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponslblBfy of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tompoiary bracing to Insure stability during condruction is the responslbillty of the erector. Additional permanent bracing of the overall structure is the iesponslbBlty of the building designer. For generol guidance regarding tabrkatbn, quality conhoL storage, delivery, erection and txocing, consult OST-BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendationovaliable Isom Truss Plate Institute, 583 D'Onofrb Delve, Madison, WI53719. lra". STATE OF : A4 MiTek Symbols PLATE LOCATION AND ORIENTATION t 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS u c3 Q WEBS J5 o_ Q U O O a ca v u r0 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® O TM PANEL CLIP GANG -NAM HYDRO -AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. . Y. 4 B1 1 L1 J' K 1 XC7 M B1 L B1 K Bl AU- B1 A9 B1 All B1 O A B1 A B1 c A B1 ~ lf A B1 A Bl ry A B1 A B1 a A B 1 B1 t LW Ij rz A AB1 { C7 I B1 n; A B 1 i A B1 - 7 A B1 i II A B1 i A Bl Lo j{ A B1 i A Bl A cumn 12-8-0 BRG, IN ENTRY lE 8-4-0 l lr: ALLBEARWG WALLS TO BE PLACED L 1 PLY HGR. ,C—T 'E!! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. IL, 2 PLY HGR. :ENIGNEERm DRAWINGS--LOADING--PITCH AND OVER/HANGS' L- — - WALLS SHOWN ARE TO BE BEARING.. - L 3 PLY HGR. I -SIGNED APPROVAL- X JOB NUMBER: DR2879D oti A- DATE: 5-23-01 PITCH: LOAD:SHINGLES 407- 321-14: CU SPAN CUSTOMER: D.R. HORTON H: 12' ' BY: T.-H. JOB NAME. 2879 W ELE\ o,,L4, BRG: BLOCK It 1, 23- - 19- -O TRIM IT FLOOR' SYSTEM wP Frlirl: ALL BEARING WALLS TO BE P_ - - — - - -- - LACED J_L 1 PLY tIGR. IC(`E11 REVIEW ALL SPAN DIMENSIONS--BRG. WALLS - A. IPRIORTOSETTINGTRUSSES.. Id 2 PLY tIGR, EMCNEERED OR AND OVER/HANGS SHOWNARETOBEBEARING.. I d 3 PLY.tICR. SIGNED APPROVAL X I J.: JOB NUMBER: DR2879 ,DATE: CCUSPANCUSTOMER: D.R. HORTON y 40A7- 32l-l440 BY: T.H JOB NAME: 2879 ELEV: He-, . 1' ONE BY VOOD BUCK BT OTHERS CAULK. BETVEEN VINDaV FLANGE - L VOOD BUCK STUCCO BY OTHERS 1 PERIMETER CA1LK BY.OTHERS RIGID VINYL GLAZING BEAD A tTYPJ DOvHI) CAULK BETVEEM VINDOv FLANGE t PRECAST SILL V.,VLA_KCM ti6 ADHCSIVC CAULK. OR APRV•0, EOL. PERIMETER CAULK BY OTHERS / CAULK. BETv£EN CONCRETE CLR VOOD BUCK L 1 1 OTHE OPENtr+£ HAS". OPENING 6T OOTHERS1 OTHER: 1-".. IN. j[ a EMBEDMENT INSTALLATION ANCHUF Ll6' Oia, TAPCON _- SHIM AS REO'O. 1/a• MAX. SCE NOTES) FLANGC TYPE V(HOOV FRANC , HEADER GLASS TTPa (SEE NOTES) Ex SUCKHEIGHT] FLANGE TYPE vIMDOv FRANC SILL 1 EV BUCK VIDTH) INSTALLATION ANCHOR ONi 9T VDOD 3/16' 01A TAPCON BUCK B7 OTHERS SHIM A: RCO'D. R lGiO V(nrL .'- Flax. GLAZING BEAD ---( SEHOTf S> CLASS TTPXSEE NOTES) FLANGE TYPE viNDOv FRANC JAMB CAULK BETVEEN I- 1/•" MIN cm BE DN c.I D viNDOV FLANGE 1 v t VOOD BUCK PERT METER CAULKBY OTHERSV. V. VINDOV VIDTH) CAULK BETVEEN VOOD BUCK L MAS' Y..OPCNING By OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS e (( j<(( fMM W.W. - _ -ter~• OTHERS Q StLL9I Aa - ` SECTION A, —A A BI C N2L% 1) SH AS REO.0. AT EACH INSTALLATION ANCHOR, -AI ALLOW*LE SNa- STACK TO BE 1/4-. O E 2) YANOOw FRAME-ATERIAL ALUutNuv ALLOY 6053. 3) INSTALLATION ANCHOR. WiST BE OF SUFFICIENT LTH. TO ACHIEVE wim. E-9EOuENT OF 1-1/4- INTO-ASONRY OR CONCRETE. a) USE SILCOmZEO ACRYLIC CAULK BEHIND WWOOW FLANGE AT HE•0 I K O e5SILL -UST EE ATTACHED TO THE SUB57O'' c JA-RATC wITH vULKEu 116 ADNESAE CAULK OR APP4R0 ESE 5) USE SiUCOwLEOACRYLICCAULKFOP, PERT-;TERR SEAL AROL'NG Ex TER:GR OF wIMOO- FLaNGE. F — G 'el b) IF EXACT wlr(pOw 517E 4 NOT LISTED IN —CHOP. C.4-RT, VS: Z ANCHOR GJANTItt LISTED WITH NExi LA;.cE; SIZE. FO.. T so' APPROPRa L DESIGN PRESSuPE REO.0 / r• 1z' 7) GLASS ItiICKNESi H vARY PER THE FZOu RE-ENFS 0; ASTv E1300 GLASS CHARTS 6) LMFP _ESIGMATIONS ON THE TAPCON LYX:A110N C)•_AP.T INGC-::- wHERE TA -CON ANCHORS AAE TO BE INSTAL'__^ WHEN US,NS T-_ E%TERIOF ELEVATION AS A KEY ' 9) ALL FACiyr APPLIED `•OLSS NOT DfSIG+u TEj ;r3R tA^1CN . ANC"HO5 SHOuUD EEFIV.E9 wITH /9 Srp-__ O: 51)F;ICoEx: IT- N\ t TO PROI- CE - IN, 5/- IN E-9E3-EN: aNiO vGLI) tUI.K 10) rL13RIDA EATAUOEAs 1Cr/} SE' 1_- cm -1: I.ill _ V I: SHOnv . -1S ^ I I PRINT ALB: A< P•_IES in T-E FLOF.IOA E('RC4= :S i:QG A. _ _:LC ! •'•/./ 1 I % I\ I SERIES 5:NGLEHUNG= _ _ I_ I I `J i:) C H£RE G•:'A 1: If E-..: __ :h Si = .-_\"N a / rx E I ' A TAPCON LOCATION CHART CALL BUCK ILOCATIONS IN HEAD I LOCATIONS IN JAMB SIZE SIZE 30. v TO To 70PSF ]0.5 To aG.Sr aI.. TO 70, i2 1e I/ a A 2s e e I] fe 1/ e A 37 3/0 6 B fF ;i•:` rr22,,, fF: la to I/ a A .9 $A B 8 FF a-i./Fe.FF /• I45 1a 1/ 3 A s5 Ip Q Q FF r-•a s F - 15 to l/ a A 62 B e': FF :'i I 16 . • m 1/8 A 71 8 7yFF.•, 17 Ia 1 a c al p-''FG FGJJc'•_, In2 35 1/ 2 A 23 8 e IHL3 is 1/ 2 A 37 1/e e e r-G y,FF Ina SS 1/ 2 A a9 3/a e B fF :'; Se"al 3 "-FF'JU'. IM45 25 1/ 1 A 33 1/a B e FF IH5 25 1/ 2 A e2 8 e f c l`7 fFJ+J .; IH6 25 1/ 7 : 11 8 e F.0 `. FFJU IH7 25 I 2 x el e B F,GJ.K F,cJJc ..'".: 30 1/2 A 26 29 t/2 A 25 e 30 1/2 . x 3/a 29 1/2 x 37 3/e e e Fc FF ' 30 1/2 50 5/a 29 1/2 x H9 5/a 8 e FF D 1/2 56 1/4 29 1/7 A 55 1/4 6 6 fF f,G.HJ 30 1/2 . 63 29 1/2 A 62 6 6 F.G F,GMJ 30 1/3 72 29 I/2 A 71 e 6 F.LJU F,G.HJ 30 1/2 A e• 29 112 A a3 e B F,OJJc F,GJA 36K25 11 23 36 A 37 3/a B B F,O F,G 24 34 A a1 1/4 B e F.c F.cJU 245 36 A 55 1/. 8 Q FF F,O.HJ 25 36 A 51 6 e F C. H.1 F,G.MJ 26 36 A 11 8 8 F,GMJ D.EFFMJ 27 36 a 85 E B F.G,JJ( fF,NJ.J K a . at A 25 1 . 31 1/ e fi e f.G f,GnJ a2 SO3/ e I x .9 3/a 8 e FF F.GJIJ al 36 V• at A 55 ./A 6 E FFJH.I' F,G,MI - a2 . 6} 1 A 62 6 e FFJU 0"GMi a2 72 a1 A 71 B e FFJU O,EFFJHJ 2 A 6a I al A 63 1 I e I F,G.J.K F,GMJ•J.K a3 • 26 ai x 25 6 aLC FjG 0 as x 3/ 5 7 3, 3/: 6 A.0 F,G f, a . 50 5/ L 7 A •9 !/! a A.0 F,G f,GMJ 56 1/- N A 55 I/• E AC F,CMJ FAN) 63 1 A 62 8 A.0 F.GMJ O.E.F.Cm,t ae . 72 7 A 71 a A.0 F,GM.I O.E.F.CM,1 a < a7 A e3 F F K F MI Y 12 52 1/ 3 1 25 E A,C F,c F,G s3 s1 1/ e A 37 3/1 9 AC FF F,C. Ja 32 1/-- A A9 3/a E A.0 F.C.- F,G.MJ 5 52 I/ a A 55 I/• B A.0 FF.HJ O.E.F,GMJ 35 57 I/ a . 67 E r C F,c.H,l O.E.F,GMJ 36 53 1/ L a n B A,C F G.N 1 O.E F.GMJ 3752 I/ 5 . al C F,GJ.K. O.EF.G WJr 3% $1_E NOT E:Ifi L-EL., INI000OP. 1500INTERNATIONAL. FLORIDA INC EXTRUDER:-SANFORD. FLOP.IDA TITLE: cr,l F. UPi[-- S=F.i=S 000 . i500 S e000 a EN3EDNENi 1/A• MAX, WINDOW MOTH SHIM SPACE SHEATHING TWO BY WOOD - - CAULK EETVCCN BY OTHERS By OTHERS STUTWOD BY WOODWINDOWFINLSHINASREO'0. SHEATHING - (SEE NO CS) STUD 6r OTHERS SHIM aS REO'D. IINSTALLATIONAN4HIOR (SEE r0rES) ---, •,1 eB WOOD SCREW I "AL w.z ''F ' STUCCO - _.... OTHERS ` Tr TiG'•AU tea" - En6EDrrFNT . BT: .. r UY. cr GLAZING:ITrPJ_ - -- 1:. ',. , Y' slti yy• i(• Wax - \, -(SEE NOTES) PCRIETER - SHIN SPACE i ;;z `( (( ; FIB 71. j S CAULK S ' r•' ua 1 - BY OTHERS ; 1 S a) :: . • j _ 1 _ `- ..c' i T--IUI ERS •( C: L iFTYPE 'ii A0.K BET NWEE HEADER RAMC _..I _ FIN TYPE ! •{.• I" INIXiv. rim •^:H. WINDOW FRAME/' 311 SHEATHINZ GLAZING (T YP.) _ ... .- JAMB •._- ., ...•,.. -.: '=. SEE HATES) _ vtMw ___.•. _ :, c:y WIDTH PERIMETER - '•••INSTaLLATDN•'i NC' CA(AK ° 18 WOOD SCREW BY OTHERS STUCCO . VINDOV HEIGHT GLAZING (TYPJ SEE NOTES) FIN TYPE WtNDOV FRANC SIW-PSSLE SILL PERIMETER STOOL CAULK — 3r OTHf R; 6T iHCR; \ 4", INSiaLLAi!?+:.r+CHG' iv0 5• VC-0Dag 'JL'GJ SCREW 3T O,FR'$ TUCCII BY OTr.E3; I CAULK zET'JE_M viN?D'J .r-!N S,E =END L Sa;a i:.:Nc 3, Dr i(j:I e s 24' O.C. EOUALLY SPACEMAX. (TYP.) ANCHORS (TYPJ WINDOW14EIG HT T— IfAJ6' I (TYPJ 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR BY OTHERS. i SECTION ' B=B 1) SMU AS REO.D. AT EACH INSTALIAR,ON AMCMOR. MAX. ALLOWABLE Shur STACK TO BE:.1/4 ' 2) WINDOW FRAME MATERIAL: ALUwNuu.ALLOr 6063. - _ wSY,!.!_ATVIN AMrHMP wKT P.F OF SUFFICIENT. LTH. . _: ' TO ACHIEVE MIN. EMCEOMENT OF I" u(TO w000 BUCK.: USE StUCONIZED ACRYLIC CAULK BEHIND WINDOW Fw_ A7 MEAD. SILL k JAMBS. .=. 5) USE StuCONIZED ACRYLIC CAULK -FOR PERIMETER SEAL -: AROUND EXTERIOR OF WVDQW FRAME.. 6) IF ExACT wwOOw SIZE r5 NOT LrSTEO IN ANCHOR CHART, USE ANCHOR OVANTITT Lr5TE0 MTN NEXT LkRGER SIZE. 7) GLASS THICKNESS MAY VAR: PER THE REOWREMENTS-OF- ASTM E1300 GLASS CHARTS. 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG TS SHOWN. THIS PRWI Al'50 APPLIES TO THE FLORIDA ETRUOERS 1500 AND 2000 SERIES SINGLE HUNG WWNOOWS. REVjDESCRIPTION I DATE MINI INTERNATIONAL. INC j FLORIDA EXTRUDERS SANFORD. FLORIDA j I TIT;- INS7,LL--TION E_ W/2_ SCREWS EY: 3 APP.'.GvcD BY r. CONCRETE OR Aso-, OPENING Br OTHERS ONE 8, vOOD BUCK 81 OTMCRS CAULK BETVEEN I" vv,,aLK GLASS (TIP.1 SEE NOTCS) VH & ttI +EIGHT) INSTALLATION ANCHOR 7/16' DIA. TAPCON CAULK BETVEEN Vp00 EUC1C t MAS'Y. OPENING 1 By OTHERS GLASS (TIP.) 1-1/a• MIN. (SEE NOTES) a EMBEDMENT r A V•0.A CIO I/, AS REO'0. t/aMAX. +I CSEE NOTES) T 1FLANGE TIRE V( NDOv FRAME F W. W. RIDGED VINYL A GLAZING eEAO BA BLOCKHEIGHT) R( OGED VINYL CLAZING EEAD I FLANGE TIRE V ( NOON FRAME PERIMETER CAULK By OIHCRS rri I, crc cc ccc c J CAUL. ec i'J_-,N \. vINDOv F'_-:EE — L PR_CaS' T _ r: I I rJ i.! 1 H Po fi Li A A v VIEWED FROM Exi'r__Pl0P 2. v. BUCK VIDi.) SHIM AS REO'D. a• Har SEE NOTES) RIDGED VINYL GLAZING BEAD I• I,.• rh _ CwCRErc Of MA SON.:T O?[NING eT piH[i: INS r<LI_aTlcn <NCrcP 3/ 16' DlafaPCON v v ONE PT VOOD BUCK BY OTHERS FLANGE TTPE vin00v FRnK CAULK BETVEEC PCRINETER VINDOv FLANGEJL VOOD BUCK orCAULK OTHERS ICAULK BETVEEN vCIDD 6UCK L V.V. MAS•T. OPENING V(NDOV WIDTH) -- 6Y OTHERS SECTION E- B NOTES 1) SHIMASREO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOW GLE SHIM STACK TO BE 1/4. 2) wiNDOw FRAME MATERIAL: ALUMINUM ALLOT 6065. S) 3/ 16 DIA, IARCON INSTALLATION ANCHORS MUST eE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4• wIO MASONRY OR CONCRETE. A) USL VLK.UNILtu At F*Illl 6wL o ••-i ET ATTACHED TO THE SUBSTRATE WITH WVLKEM M116 ,ADNESIVE,UOLK FOR AFPROw<D EO;JAL. 5) USE SILICOrI12EO ACRYLIC CAULK FOR PERIMETER SEAL ARJUIID EXi£R10R Cr WINDOW FLANGE 6) IF EXACT WINDOW 51:£ IS NOT LISTED IN ANCHOR C^.L USE ANCHOR OUAITITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE OESCN PRESSUFE REO'C. 7) GLASS THICKNESS AT VARY PER THE REOUIP.EuENTS C, ASTM E1300 GL+SS CHAF.TS 6) wHERE SPACING EETwEEN TAPCON ANCHORS EXCEEDS 2= IN. O.C.. ?. Std[w< OF SUFFICIENT LTH. TO PRO`nDE MIN 5/8 IN. EMBEDMENT INTO WOOD EUCA SHOULD 6E IN4 TALL EO. IL0710A EXTRUDERSi000SERIESFIXEDm.4DDw IS Sr+O'.eN. THIS P=Z ALSO APPLIES TO TM FLORIDA EXTRUDERS 2000 SERIES FI.aEO WWOOwS. 10) SSE BACK OF THIS S J. FOP.. INSTLN ANCr.OR REOUI-.E-V_NTS. 11) APP' CATION OF VULK-M 116 AOHESNE CAULK AT FRAME SILL MUST COMPLY WITH SEALwl MANUFACT.URER' S RECOMMENDATIONS 12) wnERE wIN00w IS A'SIALLEO IN MASONRY OPENING wlTe A STrtUCTUAL T«O e: w000 BUC <. USE (:0 SCRE'wS CF SUFFICIENT '_-NGTH IC rCHIEVE I-ir MIN - ___'E•`•T I T) ww00w um7S CAN 2E MULLED TO 01 HER UrmS USLNF. ALUMIN.JMI TucE MU010N SEE MULLION 1N67ALLSTICr+ S _ET5 FOR REOUIREMENTS. INTE?NATIO` NAL. IN'C FLORIDA EXTRUDERS RUDERS ISANFORD. FLORIDA TITLE Ir) Si.4LI_ i rl Dr-.-._ './ Or•1_ Sr _RAC•: C Jni: ! 0)/:_ _. - CA L' hTC IDI'v I SSE WING 5T O;C r.S C°JLvl•0G•- FIN`t SnE i WING INS; ALL AI ION ET T_n10- FIN;Sn ET PERIHETER CAULK By OTHERS v INDOvHEIGHT EKTER:OR PE=(hETE' CAVLL a. 0i _FS iav_ct{Cv —C-C: SCE.. GLAZING SEE NOTE 61 1' MIN Cn 2E D.•fNi eao fP.AnING FBT OI H..EPS SHIN AS REo,oCENTRAL FLOWDA B-0-A-F- SEE NOTES) NAM: hLAN1JEACT RE'u U S114-tile SPACEMAA — I W 2+1ASTER FILEE # BUCK HEIGHT rIN TYPE INOev FRAK i=h_NC 4:7C.< _I F..tiC :: GLAZING SEE NOTE 6) v INDOV VIDTH — I/• MAX. SWIM SPACE v1100 FPAHING Br OTHERS SHEATHING 15Y OTHER$ INSTA'-LATION ANCHOR e SCREV EXTERIOR / CAULK BETvEEN vINDOv FIN l SHEATHING FIN TYPE PERInf iER SECTION B—B EXTERIOR FINISH vImDOv FRAME CAULK BY OTHERS BY OTHERS NOT S• 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. v(NDGV v.DTH 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST EE OF SUFFICIENT A ' LENCHT TO ACwEVE MIN. EMBEDMENT OF I* INTO WOOD FRAME. i) USE Sg3COMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR. OF WINDOW FRAME. 5) USE SIUCONZED ACRYLIC CAULK BEHIND WINDOw FIN. 6) CLASS THICKNESS MAY VARY PER REOUIREMENTS vF A Tii L)V1: tiL1— 11:—. -,L li'.ALINIi v INDOv 5 SHOYm, INSULATING WSS ALSO OUALIFIEO. HEIGHT / 7) FLORIOA EF.TRUDEP.S 2000 SERIES FIXED PICTURE i VANDOW IS SHO'". THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND IOOC SERIES PICTURE WINDOw. g g 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS ANO MAX. 2A' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH. ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71 OR A 63' X 95- OR 119- X 37-3/5- MAX. 9) WINDOW UNIT CAN BE MVLL_0 TO OTHEP UNIT] ELEVATION IONUSING ALUMINUM TUEE M':lL iN 5EE uVl'_ON INSTALLATION STETS FOP. n};IF.EMENii III1111 IA'N/ v " C. FLORIDA EXTRUDERSINTERNATIOI`iAL. INC A- NFOP.D, FLORIDA TITLE, INSIALL =' EUN L'_-L-.1!_ G/ =G uMD CC1.1W FIxE'L• Fi^ h!ND=. - ..c',_•- arl;Cl\I000 p I" NH I,.' AAt 68 INSTALLATION nEDCKi SHIN SPA(( ANCHOR SCRCV (T rP.) CAULK BEHIND FIN Tvo Br rPANING Br OTHERSSHINASRCO( SCEOTHERS OTHERS Tap Br BUILD Dpvn By OTHERS NOTES) ES) J C E AULK BEHIND FIN FIN FRAME JAMB NOTES. - I INSTALLATION SHIN A$ RCO'D. 1) SHIIA AS REO.O. ADJACENT TO EACH NSTALUTION ANCHOR WITH LOAD BEARING 1TP. - - '..- -` z'r o• CMR SCREv tTYPJ SEC HNOTCSILAZINGSHrA1, MAX-uAxALLOWABLE Swu STACK TO BE t T-. SCE NOTES) 1.- 2) WINDOW MAKE MATERIAL: ALUMNUM ALLOY 6063. FIN HEAO. SELL h JAMBS. rfml UT• 3) USE SXICOWCD ACRYLIC CAULK BEMvc0 WINDOW AT OFSINCE kF. •` y.. ryyl A) USE SIICOruZEO KlirilC CA(XX FOR PERUIETER SEAL AROUND EXTERIOR p li-. WINDOW FRAME. OF CLAIED. S) GLASS THICKNESS wr VARY PER THE REILATIN ATt f'i4 aSti.4r ALSSTUOOLIMCHHARIS. $N0.f GLAZING IS g(OwN, V(SIAATNG CUSS 5 ALSO Ot>NflEO. GLASSSHCATHOMG - 6) SCREW ANCH0IS AT HEAO. SILL k JAMBS SHOULO BE /8 SCREWS OF SUFnCcEM i'BT OTHERS:: N`.. 3'•'; LTH. TO PROVIDE MN. 1 N. im. EMBEOUENT INTO WOW FRAME. PLACE 18 4:i :;'), 1:"aLi•.:;x t: _ , EXTCRIOR FINISH SCREW ANCHORS 6- FROM CORNERS AND 2i O.C. MAX. EXTERIOR IY OTHERS 7) BUILD DOWN AROUND CIANED PRTION Of WIT/OOW fRWC TO BE ENGINEERED BY EXTCRI13R FINISH ..' ''"•"•-"I' OTHERS. BIRO DOWN MUST BE Of SUfFIC[M STRENGTH TO ADCOUATELY BY OTHERS ... TRANSFER LOAD FROM WINDOW TO THE STRUCTURE_ PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO CAULK BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES A,. 20DO SERIES. vI oOv VIITN BY OTHERS BYOT9) ELEVATIONS SHHOW COUMON COMMURATOONS. IT IS NOT INTENDED TO MITT USE Or THUS PRODUCT TO THESE IW0 CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MM4UFACTUR£O FROM THE 1000. 1750. @ 2000 SEWS OCSCRER FIXED WINDOW FRAMING SYSTEMS. SECTION B—B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE UULLgN NSTALUTK7N SHEETS FOR REOUItEMENTS. GLAZING ( TYP, SEC NOTES) CxTCRICIR PCRLETCR CAULK rim FRANC SILL BY OTHERS 1,. r. IAS REO"D.- C NOTCSI KICR IOR FINISH I OTHCP, S 1 8 INSTALLATION I \ NCHOR SCRCV ( TTP.) 2[ATHING it OTHERS I" AIN cHxucKl—' L SAS 4AE( EXTERIOR ELEVATION Tvp 3, F2>H:NG 3r IHCRS a CAULK BCH: NC FIN r: J(aLL F • CEW l loft, w O EXTERIORELEVATION RNATIONAL. INC FLORIDA EXTRUDERSISAFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DP..4WN BY: BB , APPROVED BY: DATE02/14/ 02 ISCALF "ITS IDWG: FLEX0037 ONE BY BUCK BY OTHERS CAULK SCSHEATHINGE v FLANGE - TVOOD (TTPJ r OTHERS XTCRIOR r"SH BY OTHERS PCRLfTER CAULK J BY OTHERS vINDOV FRAME — LEAD Ww4DO* KHU(T EXTCRIOR vINDOV FRANC - SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 60. 1-3/B MIN INSTALLATION ANCHOR LMBLOMCNI 10 SCREv BUCK VIDIM HIM MAX. SHIMSPACE CAULK BCTVCEN BUILD DOVN IVO BY BLOCK BY OTHERS ALSO APPLICS NCAMS o) nu AS RCO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. Tv0 BY FRAMING A, CUNCRETC By OTHERS BT OTHERS TO SILL) ALLOWABLE SHIM SLACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. t_3/8- MAN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE of SUrFCtCNT LTH, TO ACHIEVE SHIN AS RCO'D INSTALLATION ANCHOR- EMBEDMENT uIN. EMBEDMENT Of 1-1 (- WT0 MASONRY OR CONCRETE- /10 WSTALLATIO14 _ SEC NOTES) 110 SCREV •:i' ' SCREWS AT HEAD & JAMBS MUST BE OF SIIFFIOENT LENGTH TO ACNIEVE 1-3/8 MIN. EMBEDMENT INTO w000 FRAAAWG AND BUILD DOWN WHERE REQUIRED. FROM CORNERS k 24 W. u... INSTALLATION ANCHORS h SCREWS TO BE PLACED 6 H. O.G MAIL V INDO V FRANC .. ', .'; ;. .. .: •.. `CAULK c8t T VEEN VINDOti.FL a ff USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. JAMB .,.: J C N .:. 1/4' MAX. S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF rLANCC.. 6) THICKNESS MAY vARY PER THE R£OWREuEMS OF ASTu E1300 CLASS. _ GLAZING (TIPWINDOW ,.. . S5'''-.:.Lyca,. SEE NOTES) F d X Ht1 M SHIM SPACE CHARTS. SW(IF GWtMG IS SHOWIt WMAATWG CLASS IS ALSO OUALIM. ENGtHEERED By7) BUILD DOWN AROUND CURED PORTION of wtNww FRAME To BE 1 t- OTHERS. BUILD DOWN MUST BE OF SUFFICENI STRENGTH TO ADEQUATELY 2: +: ,"%• 1:-Y+'• TRANSFER LOAD FROM WIFIOOW TO THE STfiuCTURE. THIS PRINT ALSO a--" ts; J•';R+.TY-F: ;; L;b: B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. APPLES TO FLORIDA EXTRUDERS 1750 SERIES h 2000 SERIES. CU4tETC tIR?t: 9) CLEVANONS SHOW COMMON CONPIGURATIOINS. IT 1S NOT INTENDED TO LIMIT USE OF 1'- BY OTHERS ' THIS PRODUCT TO THESE TWO CONFHCURATIONS. THIS SHEET APPLIES i0 ALL PERIMETER CAULK SHIN AS REO•D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• k 2000 BY OTHERS .. -. SEE HATES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING; ALUMNUM TUBE VINDOV vIDTH . MULLION. SEC MULL10N INSTALLATION SHEETS FOR REQUIREMENTS. EXTERIOR FINISH SECTION B—B BY OTHERS . GLAZING (TYP. SEC NOTES) SHIM AS RCO'D SEC NOTCS) CAULK eCIVEEN J vINDOv FLANGE t7 0 1 t ONC BT VODD j BUCK CAULK BCIVEEN VOOD BUCK t MASD<NY OPENING BY OTHERS CONCR[ISDAI?rLOR j=%IIOi'd A —A BY OTHERS BUCKHEIGHT T L 1/-' MAA SHIM SRACE A —J EXTERIOR ELEVATION 1 V---I-t/<- MICEIVTRA-1, F-- ORIDA B. G. A. F . Cu3CWCMI I, MANUFACTURER NAME: DNC Br vCOD BUCK {sY Grti P,S : ^ G WINDOW wtOTH A 1 w1N r HEIGHT B B I r A -- EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD. FLORIDA TITLE: FLANGE INSTALLATION DETAIL v/ FRAME BUILD DOVN DESIGNER, FIXED WINDO'V 1000, 1750, 6 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE U?/12!0= SCALE 'ITS IDWC. FLEX0036 INSTALLATION ANCHOR — DOOR VIDTH SHIM AS RC'O'D .8 SCREV SHEATHING (SEE NOTES) BY OTHERS CAULK BCTvCEN DOW rLANGE By VOOD SLIDING GLASS L SHEATHING BY OTHERS ORDOFRAME JaM.. 1/ a' MAIL F SHIM SPACE _ 4 S {1- t/8' MIN.EMBEDMENT -- z4,,,;, STUCCO - - (OP, SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS ( TYPJ DOOR SECTION B—B rHEIGHTTW rr J(F i-A1 KVVW SLIDING GLASS DOOR FRAME SILL D D 1 qlI o EMBED< N: G _ 1-1/+' MIN. TVC BY VOOD 1- 1/8 MIN BY OTHERS EMBEDMENT SLIDING GLASS DOOR H00K . STRIP - SHIM AS REO'D.- SEE MOTES).. ---- ---.._ _ i 1 --. c i INSTALLATION ANCHOR _ ! as SCREV c 2 SCREv •• •~ Tv0 BY VOOD BY OTHERS ' •• -• _ _ CAULK BETVEEN..- HOOK STRIP L SHEATHING I tit•-12 CAULK BETVEEH `R p:i•,'•' S' Dow. rt:Ama t SHEATHING ---"":.`_'•=-==;-V.+.7 . tT• Y SHEATHING . BY OTHERS SHEATHING \ BY OTHERS TEHPER£D GLAS BY OTHERS STUCCO ( TYPJ STUCCO 0R SIDING . OR SIDING BY OTHERS ' SLIDING GLASS DOOR _ _ '.. _ •'t' INTERLOCK HOOK ' STRIP 'DETAIL . N DOOM NITERIAI. ALMINLIT ALLOT 6067.' .1-: ,' ' ••• •: \ f•%'. t.`.• . 2, AS tnSTALLAr1EH SCRSvS ,KiST SE W WrtC1EMT LENGTH ro ACHIEK „t,t ENSCDCNT •. .. i..:,. i• 6' 1-1/B' IniO WOOD. TAPCOH tTK WSTAtLAT1O1 ANCHORS AT SILL "JST-SZ: Q '.. F:. (.=,,'•; WrIC1CMi LENGTH TO ACHI:rt NDL Cn2[D,[NT Or 1-1J1' INTO NASWY 62 CO,NRETL--- •-;.-_..- T n INSTALLATION AAGHaM CHAR ON SACK OFTHIS SHEET. MtCbUZCO ACRYLIC CAULK BEHIND DOW. rL-4C IT NEAR t JANSS. .. - }•Ny {...TTc t R1}' SVSCutiSILICOrtZEOACRYLICCAUtKrORPERINrERSEALI- EKTERIOR O,' COO.'t-•- 6, U.C11cI DOOR SIZE IS MOT Lis TED IN ANGNM CHAR r.USE ANCHO) Q/INTIrT LISIED ,/IT. .71 LAR4RSIZE. TOR TN APPKOPRIIrE OE"GN PRESAP.E eco.0 7, rp] POCKET DOM SIZES uSE CLOSEST STPASS DOOM SIZE L CONI£AIMA rtO1 ro fWJCII tPU1[i4 j PLACE InS fALV tIDN A.tHORS. IN rRON1 OF 10D: STRIP AS SHdvrt S, CLASS THICKNSS r1Ar vA,,j PER REOUIRCKNtS 6 ASTN C1JOD CLASS CHARTS .' 9, 0" N,IT is APPROvEO uSDA'G IENPEP£0 GLASS IN SINGLE GLAZED OR IHSLILAIINC GLISS ID, Y 11 / SILL EORHC.:S +RE To S£ SZALEO It. A SHALL JOINT SPAN SEALER N, SHL A: P£0.0 + A. SET Or INSTALLATION IK,6M5. HIS, ALLOVASLE SLAIN SIACA TO SE 111'. t2, ALL 1-STALL+rIG. 1106S NOW ir. _0( Or CERRO:id, PESISTAHr NATEPIALS RE? RESEATS NoV[G PAN. -0 V' RCPRESEHTS fl.SO PANCL APPRO•AED j _ CI7NICUPA TI6,: ARE +: 0STEB ON ANC C.0 l 0, W. OF THIS E X T E D! 0 D E L E ` A T I ON ,•, pi aLt COKI. '9-9' H$ L I T S a ulE .:L PPL, L, THI-. O;ATIONG. A.L C WSTALLA(IOH SEC IIO•,S 'A a'- '9-9' L ,CS STRIP OE ia:L APPtT 70 INS fALt+71W Or All aiPRD•FD CD, l14b.FTICP.S. D LIBCRALLr APPLY CAULKING DEN. SIL! 1 DR SET SILLLL IN BCL ; iON ANf H.QR i FCC TNOF CONCRTrS_ c iIN- FE- 0 ' 2002 2 PANEL DCOP S:NL'JN 15, rLOM10A C,rRu0'IS To= SEP1E: SLIDI,G G_ATS DOOR IS S,QUN THIS PRini ALSO APP_ICS r0 2000 SERIES -0 500 SERIES. DESCRIPTION DATE i iNI EXTL LEIRIDAINTRINC.RS SANFORD FL. TITLE: SLIDING GLASS DOOR iNSTALLATIIN WITH P3 SCREWS DRAIYN Wf 29 APPPOVED BY: DATE' !M7/ 01 SCALE: Ni: IDWG 5.L_.L7927 SHi i ti 13 1000 P.V./DESIGNER SILL (TYP.) 98 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES' L MILLION vWDO TB EL VLL- J GES L KILLION u 48 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SEALANT BETVEEN VENDOV FLANGES . SECTION A -A' (1) L MULLION 1000 .P.VJDESIGNER SILL (TYPJ 98 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 lnnrwlF--U-nlTUBE MULLION SEALANT BETVEEN VINDOV FLANGES L MULLION 38 X 3/4 SELF 1000 SR TAPPING SMS HEAD (TYP.) SEALANT BETVEEN SECTION A -A (3) VINDOV FLANGES L MILLION P.V./DESIGNER SEALANT BETVEENr1000SILL (TYP.) VINDOv FLANGES I L MULLION k8 X 3/4 SELF fII1IL 4 X 1/8 TAPPING SMS ' TUBEllnflfslYllrTUBEMULLION X 3/4 SELF 1 000 S.H. — TAPPING SMS HEAL' 1000 P.V./DESIGNER AUXILIARY PLATE SELL (TYP.) (FOR AODRU NL moCRS. `HEN RECUIREW 98 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION DETAIL C CEN-rRAL FLGPJDA 0.0-ASTUCD BY VDDD K BY THEE 98 X 3/4 SELF 1000 Sli TAPPING SMS' MANUFACTURER N HEAD ( TYP.) OR/P4 'cv SECTION A -A (2) RASTER FR 6 1000 P.V./DESIGNER SILL ( TYP.) 48 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS l X 2 7/16 X 3/8 SILL ( TYP.) TUBE MULLION kB X 3/4 SELF TAPPING SMS B n(lf or__ T11 TUBE 4MULLION SEALANT BETVEEN VINDOV FLANGE fTAPPING LnULLtONk8 X 3/4 SELF SMS HEAD ( TYP.) SECTION A -A (4) 1000 P,V./DESIGNER SILL ( TYPJ R8 X 3/4 SELF TAPPING SMSI X 4 X 3/8 rS) Jt l(--vin //- TUBE MULLION 8 x 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) . APPLIES TO HEAD & SILL WHERE I- X 4 2' X 4- TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 48 VDDD SCREV ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION -- DETPILS ftL— 4 I ; 1- E/ 8' ELEVATION VIGWFTI FR()u FYTFRtT)R I pEfA1L B APPLES TO HEAD k SILL WHERE I- X 2" h V X 2 7/16 TUBE LIULLIONS ARE USED SK INSTALLATICH AN04OR SIB VOOD SCREV TYPJ HCRI2. CLIP `: 8 X 3/ 4 SELF TAPPING SMS 1000 S.M. SECTION A-.4 (7) 1 1/9- NON HEAD (TYP.)-"l CN 3E DnLNT FLORIDA EXTRUDERS `SANFORD, e ORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE C. SPACIT[ES IDR-AWE BY: MS-* I A?PROVED BY: tc.% SA J&.4E CTYF.) 16 x -0 SR - X 2 X 2/12 EY vac.o__ \ I Mr- XZLLM-N 2!:CK Ey 07;-i-rRsGYP.) TJ_E I . . \ - I rr, crrE Cc paASO.N.Rf 1/4, PIN. X SELF4- AE x i/2 SEI TA: P;N sms __ K- N V, TAPF; N*_SMS c- E ZATIC.N.. B-- TVEEk 'T I. TVaN Ev r" VXLA. r -, . - - -- n. ? T ST T'-" 1cWLF_ 4 " r; c -CUT wnc - _-_ — iTl, f, 6 uN EUS 2' X. co IiXF7/16 X 1/6 M6 X 31,E IXTLIME KJLLrLPN L JAK2 (T Y.P.) 7.7 J DETAL AMS ( TYP ELF 112SV LISTALLAT IGN TAPPING SUS t _/1A665' E:Le, TAPC -LA. S X !/P SELF T 6 X 1/2 SELF T C14C SMS T 'A.FPVNG SMS SILL C'LIF' . am SZ: 4LAL,,,r K_ LE P- a x 1 112 SELF V, 7 SEALA. 4T. EZTVC,-N' WEN OW FLAK. -ES E T S,'j rChTA,=p7NCj L VIN- IVJ FLANr-'s Z74 TA 7!tG.SMS T TAPFING SMS ML C mil la{ P. S' CTIQN A —A PCTI-ON A-A(4j 7 AN' Til-N-L ANC QRS, -Nr_N REC-umrw i x 4 X.3/s . UBE Muk-LIG-N TUBEMULIAINp, L I II —. A allfli S- K FIVE k 3 S INTERNATIONAL. -INC IFLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: Sjj.._T 1 O.F Tic p7 P) j:'C-.; APPF;. OVFD BY: M I A M I oADE N11ANT I-D A D E COUNTY, FLORI [ METRO-DADE FLAGLER BUILDI? 13UILDINC CODE COMPLIANCE OFFI M[i-['110-DADC FI.AGI.[.R 13U[LDG 140 WEST VLAGLCIt STIZI"m%surn: Ic MIAMI, FLORIDA 33130.1: PRODUCT CONTROL NOTICE Or ACCEPTANCE (305) 375-2901 FAX (303) 375.2' Premdor Entry Systems CONTMCCOR l.lcrNsiNc si•:crl 911 E. Jeferson, P.O. Box 76 (M)373.2527 P,\N(3w)375•: Pittsburgh ,KS 66762 CON•1'IL1(:1•01t ENVORC:I•:,11F,NT 1)IVISI 305) 375.2966 VAN (105) 375-2 1'RoUUC: r cwcritoi, wvis! 305) 375.2902 l AX (305) 372-6 Your application for Notice of Acceptance (NOA) of. Eutergy 6-8 S-W/C 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 Construction, and completely described herein, has been recommended for acceptance by the Miami-Dac 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 I product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Buildin, Ccde. The expense of sLic13 testing will be incurred by the manufactt.irer, ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 haul tcoangucz Chief Product Control Division THIS 1S T1-IC COVCRSHECT, SEE.ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIN11TTEC This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to b-, used in Miami -Dade County Florida under the conditions forth above. t\ )'"RO V'E D: 06105/200 i Francisco J. Quintina, R.A. Director Miami -Dade Count, Building Code' Compliance 01'1ic 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 Acceptancc 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 Acccpta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the: pressure requirements, as determined by SFBC Chapter 2 not exceed the Design Pressure lZating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Glazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folloN documents: Drawing No 31-1028-EW4, Sheets 1 through 6 of 6, titled "Premdor (Entergy Sr. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepa,-CC manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade' Co, Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si.nglc door units shall include all componcnts described in the active Ica o this approval. 3.2 Unit shall be installcd only at locations protected by a canopy or overlinng'strch that the ang!c between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installcd in strict compliance .vit the approved drawings. 4.2 Hurricane protection system (sht:.tters): the installation of this unit will require a hum, bsotcction system.. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERrN11T.REQUIREIMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies oi'the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly niarked to show the: components selected for the proposed installatio 6.1.3 Any other documents required by the Building Onte:ial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Mane l Pcrez, P.E. Product Co ro Exam. 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 Acccptancc (approval) shall be considered ancr a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in tLc South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder hay- not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally F-rcparcd, signed and scaled the required documentation initi; submitted, is no longer practic,ng the engineering profession. 4. Any revision or change in (lie materials, use, and/or manufacture of the proddct or process shall automatically be cause for temiinntion of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with ripproprintc fce) and granted by this office. Any of the following shall also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acccptancc number preceded by the words (vliami-Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. i 7. A copy of this Acccptancc as %Yell as approved drawings and ollierdoeumcnts,.where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCE11''ANCE Manu Pcrcz, P.E.; Product Con tr xam Pmdu Intro( Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" I•Ieight — Inswing X 2'0" COP-WL-MA0141.02 f 02-0419.08 Application Filed) 52.0 NO 2'6" 2'8" 2'10" 3'0" 316" Not Listed Not Listed XO, OX. OXO t i t I 2'8" + 1'0" CI)P-WL-MA0143-02 02-0419,08 Application Flied) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 i NO I 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'C" - 3'0" + 1'0" 1'2" + 2'10" + 17' 17' + 3'0" + 1'2" TV+2'6"+TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" CCP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'1C" - 2'10" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2.8" + 2.8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" + 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 wehsite (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (wraw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design ,i geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other struclt!tes). National, slate or local building codes specify the edition required. Masonite In:ernrional structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade 13CC0 protocol PA201, 1 02 g O akcraff I„I ht: I. .t\ . n'1'XY,1,(.nMf M".f".v. rOw(I. •. Gvr Dow, Y,n. .. PREM.. 6,1 n„ h0 o 1 79 iMi ot o." Ovr tonunu'p Dnp,am o1 D'xun m,Dro:Ym[nl m7, et IDtbLUthnt, ottgn Ina O'oouo Masonite International Corporation 0d1- 1 :Wnt[I to crir r w;jnoul noire. Glazed Unite IX X0, OX, OXO XX. OXXO COP-WL-MAOI OO.02 FIBERGLASS DOORS 6'8" Height — Outswing COP-WI.-MA0161-02 02-0418.03 Application Filed) 55.0 NO J 2'6" 2'8" 2'10 30 Not Listed 2'8" + 1'0- 2'8" , 1'2" j-2 iJ—' + 1'0" I 2'10" + IT' COP-WL-MA0163-02 TO" + 17' Not Listed i,f i 02-0418.03 Application Filed) i 55.0 f. 10 NO 17 + 2'8" + 1'0" CUP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 i NO IT+2'10"+1'0" 17'+2'8"+1'2" 1'0" + 21" + 1'0" IV' + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" , 3'0' + 1'2" 2'6" , 2'6" - 2'6" 2T + 2,8" + 2'8.. 2' 1 C" + 2' 10" + 2'10:' ) TO" + TO" + TO" 2'8" + 2'8" CCP-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" ; TO" + 3'0" + TO" 1. Cccr a. rngernents using fewer panels than wha! is shot:n in the above chart also comply under the product approvals shown. 2. Assembly delids are available from the Masonhe international welisite (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite Internalioilal websile (www.masonite.com) or from the technical center. 4. Ac'ual design pressure requirement for a specific building design S geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building cedes specify the edition required. 5. Masonite International structural• cyclic, air, water, forced entry/or impact testing Is done in accordance with Miaml-Dade BCCO prolocol PA201, PA202 & PA203. Oak ,raf AR dam'. i.n..r.i a.s ....far moons AOri i0, 1W2 • o"•mr o•.., Oar a••nnw•q C1.01— of 10e,4 Improvrmc tl makes soeoarw.oni. UeLQn 1a0 NO]rtl 0eerm SrYirO to rnlnpe .nUq.n ranee. Glazed Units X-1 01K. C"X0 XX. OXXO COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Inswing 2'0" CUP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 2'6" TV 2' 10" 3'0" TV Not Listed Not Listed TV + 1'0" COP-WL-MA0148-02 8CC0 rMiami-Dade- 02.0423.01 Application Flied) 40.0 NO 2'8" + 17' 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'C" COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO 0" - 210` , IT" — 17' + 2'8" + 17' 1'D" + 2'8" + IT 17 + 3'0" + 1'0" 1'2" + 210" + 1'2" 17'+TO" +1'2" TV + 2'6" + 2'6" 2'8" + TV + 2'8" 210" + 2' 10" + 2' 10" 3,0.. + 3.0" + TO" 2'8" 2'8" CCP-WL•MA0147-02 02.0423.01 Application Filed) 40.0 NO 2'6" + 2'8" 210" + 2'10" 3'0" + TO" TV + 2'8" + TV + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 10" + 3'0" + 37 Notes: 1. Door arrangements usit,g fewer panels than.. what is shown in the above chart also comply under the product approvals shown. 2. Assembly de!ai!:> are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. 1r:sca:13:ion instre; tions are av30l :e from the 1'fasonite International website (www.masonite.com) or from the technical center. ACtea: c sicn prassure requi, emeni for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for bui:dings and other structures). National, state or local builaing 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. Oak aft AR EK" r.. u, .,,, r, i....s r: n'r .r 000nt ro...r..."...e«pv. t••vlD«., r1/•1n• p r.v cw:c•a,q p•c; :n at main rt.p.OrC.ncM ou,e fuc:ro:c. m•[. [n.rr : 7:,>:.a Matonite International corpo,at,on r' W.111.5 n01,. FIBERGLASS DOORS Glazed Units I I 1 2'0" 2'6" X 2'8" 2' 10" 3'0" 3'6" 8'0" Height — Outswing 1 I 11: I I• I I. 02-0423.03 COP-WL-MA0166-02 (Application Filed) 47.0 NO Not Listed Not Listed X0, OX. 0X0 2'8" + 1'0" CO'-WL-MA0168-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17' 37 + 17 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2' 10" + IT 1'2" + 2'8" + 1'2" 17 + 2 8" + 17 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COfI-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + 2'6" COF•-WL-MA017O-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 210" + 2'10" 3'0" + 37 + 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.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 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 Oak raft DOOM\ XM k EK'" I lll:•C:I.Alt klr I'MY T....nA F...r- I- Ez;; a AV 29. 2002 Oul COnen1u.0 D10013m 01 DIOOu0t mO. Mtnl Make3 2DKdkAi0n1, de Sign lAd DIOOUCI VVVV Masonite I n t e r n a t i o n a I C o r p o r a I i o n Dtllil SAW 10 Cn1n0t ..0000 n01Ke FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 1 Wicn, 1 1 IEVA I,1• I r• I I. 2'0" 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2' 10" 3'0" TV Not Listed Not Listed - - 1 X0, OX, OXO 11 2'8" + IT 1 I CCIP-WL-MA0103-02 II t 02-0109.10 Application Filed) r• 1 55.0 NO 2'8" + 17 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 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" 17 + 2'8" + 1'0" 17 + 3'0" + 17 1'2" + 2'10" + 1'2" 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-MA0102.02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 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" + 37 + 37 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 wellsite (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 4 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. Oak raft AR EK'" YI"1 "f I,A\[; N'I'MY•IJOOMS e T••e,M re•.r•u I —Dew+ AVrH 29, 2002 N cVm ,nDDIOD,Jm010,00 c1 e+lmwe,Dem mantoentKram, d-9n Jn0 Dodo Masonite International Corporat;on DtlJll tuD tC, 10 CDJnDt " 1n 1 n011t FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing 1 1 •.I I I I' I I• I I. 2'0" 2'6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" TV Not Listed Not Listed — — X0.OX, OXO Multiples (width) 2'8" + 1'D" mileArrangementInlemallonal1 GOII-WL-MA0123-02 1 c I 02-0109.09 Application Filed) r• I 55.0 1. NO 2'8" + 17 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' 17 + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 17 + 3'0" + 17 17 + 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" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COIL-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + 2'6" CO[I-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" 37 + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the bove 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 copes 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. 0 O akcraff eeeee AR EK'" oT Y1He:Mc: I.n t.( E: 1'MY •n00..' ea.T.••".•1wp"1—Dm.. ou 29.7002 Om co,l' ono D100— o1 d/oduD 6n0 aMem meees foecdknone, d".9, end WWW M a s O n l t e international Corporation deled fuo,,' to cn,"e •'snow nolge. FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing 1 I I I I 1. 1 I 1• I I. 2'0" TV 02-0109.08 X 2'8" CCP-WL-MA0106-02 (Application Filed) 70.0 NO 2' 10" 3'0" 3'6" Not Listed Not Listed - - 1Mulliples(width) X0. OX, OXO 2'8" + 1'0" I 1 COP-WL-MA0108-02 1. 1• 1 02-0109.08 Application Filed) 1• 1 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 37 + 1'2" IT" + 2'8" + 1'0" CO'-WL-MA0109-02 02-0109.08 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" 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 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" 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. i 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 FI 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 d PA203. 0 O akgraff I..,. 1.• •.1 AR EK" 1.11u 1.tlr Iro I-- C.. A.\.< f:. I'.Y .1110M5 tb".r- rMry" E, D.. J() Ow C.n;. ono 0100o 01 I,W1 molatmenl malts soeolKnans 0tsptN o,oa o Masonite International Corporatlo Otil l Su DItt110 Catn0t w000u1 n01Kt COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing r I. r• I I 2'0" 206" 02-0109.07 X 2'8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" Not Listed Not Listed — — K4ni4it X0, OX, OXO Multiples (width) 2'8" + 1'0" COP-WL-MA0128-02 I.r I 02-0109.07 Application Filed) I 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'D" 3'0" + 17 1'0" + 2'8" + IT COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 17 1'2" + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" CO'-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COII-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" TO" + 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 wetsite (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 cotes 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. n Oak, ARk EW 000K5 w.r-ra.ry„t"v, D_ Aa'4 29.2002 Masonite International C o r o r a t i o nN, commmn0 D1.91— or aIM0 YopI—M m011 1penirtarom. an-9n .na womm p ae+a $uD^1 io comae " 00 naecc. X Unit N6' TYP. TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CI:NTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. Rough I t I I Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR 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 bolls be installed on latch side o1 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 dillerent fasteners being considered for use. Fasteners analyzed for this unit include d8 and s10 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 nora 79 2007 ^ o...,, o..•. om comm„mo Dmogm of oroatn onaro.emenl m)les swa,cnons. M a s o n i t e International C o r p o r a t i o n aesgn ma a-aavcs ae3Pa suo^' 10 cNnoe .nnom nol- XO or OX Unit SINGLE DOOR WITH 1 SIDELITE 3' ' 6' CL TYP. J.TNYR TYP. TYP. TYP. t 6'8" UNIT 8'd" UNIT 1315/16' 17.1/8' MAXIMUM ON CENTER TYP. I 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening I Width of door unit plus 1/2" Height of door unit plus 1/4" I f f f _f f f Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) 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 N8 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 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. apul 29 20-32 MJSOrail! In ICrrld liOradl OrpOrdtOn tlw .on.,-: •: oavun om tl•n ••..ro.rnrm n+,n ti.eoncn.an ef' gn 3, a'aagcr aell.r Balm io cnange -now no12e oxo Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6r8" UNIT 8r0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough I r r 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t t t t 1' 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 k8 and s10 wood screws or 3/16" TaFcons. 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. 0 o.. Ao6129.2002 Masonite International Corporat;on IJur (Orlir.ir;Ir yrJr Jar, U1 IrVU:' " rr. .\\IrtcVw,Jlyu•. Oc1yr1 JrrC ur Vllucl d!13.15V41K1d l,oulJno— oxxo MID-WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES CE TYP. TYP. TYP. TYP.I 11 II I II 11 1 II 11 1 1TYF I 1( 11 I I1 11 ( 11 it l 6'8' t3- I I t t t t t t t t t T t t T UNIT 8'0" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. 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) q,lindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surfacu 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) las'ener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 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 Inlckness 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. APO 29.2002 Masonite International Corporation Our con,nv-no 0ic0,3m of 0100un oro.cmenl m0ti %DK.1.cjj4nt, oet9n 1n0 o•DOun OcUil fvDlcn ID a"lope « h.W n01101 XX Glazed Inswing Unit APPROVED ARRANGEMENT: eq O s'j O 1{ .1W, COP-WL•MA0142.02 j 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". r Double Door Maximum unit size • 6'0' x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is ised. Large Missile Impact Resistance: Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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 00 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 UU H 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 11I1., 23 RA.. 2e R/L 107 Series' 108 Series 304 Series Series' this glass list may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK' r. F—I ttCLA\S LN'I M 000M\ T..—r—r—rm.r D— ZEiN v '//...ern / V/V/ Or. April29.2002 Masonite International Corporation Our conunu np orogom of oroeuct nyo+emeni mites cotcd2afons, desron vo o,oducf deg.l S.0^1 10 cNnoe r000 rioKe XXCOP-WL-MA0142-02 Glazed Inswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as o b 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.EJ20224 Unit Tested in Accordance with INiami-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 lc, the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). I State of Florida, Professional Engineer Kurt Balthazor, P.E. — License dumber 56533 Oakcraff AR EK" i nLL Mt:l n.A I:rvrwY`Unnw] April 29. 2002 Om ao.•riw,•q o.opnm or o.00un moto+tmem e.oe.b.,.,,.a re..p.. l•na 0. m+hs sDeeARno"s. aespn +iMm ,oue M a s o n i t e international C o r p o r a t i o n dc"'I fu0tte1 IQ cn+npe ."loin Mo ' XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Uiits 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 site • 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 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: 00 00 don 00 00 00 D00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 A/L. 23 RIL. 2/ R4 107 Series' 108 Series 304 Series Series' This glass'-n may also be used in Ine following door style: Eyebrow 5-0anel viith scroll Oak raft AR k EK'" o. I . M1 ` 1— W111-1 r.or 74~ed re.. p,.. b., o REMDa„ i..//.:.., e o.. r 0 GG Q J?iliC' Apl.l 29. 002 N' cOml.n.n; "0913rn of drdd"I 41D—en-1 11-es sdtt lruwns, on-dn Jna rx u M a T O n i t e International Corporation dl'IJrI f.Lle:l IC (n.ndt erlli0V1 n01r(< XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: E(111 ao 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 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). i E State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, raft AR k EK'- I n1C n1: L.S t<NI.1 unue rbn.T.. u.M re.•ry„L., D.e.. Apr 29. 2002 0., 1Onl 0u 00 01001] 01 D'OOun mOr0+[mt01 --IS SM-01 14M. OeS-00 J0o 010d.0 Jr J.l S4'eCl 10 C00n0e w11110V1 n.'- Masonite International Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: o FIBERGLASS DOORS Note: Units of other sizes are covered by this - report as long as the panels used do not exceed 37 x 6'8". Single Door with 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 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-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: 0000 00 00 00 00 100 Senes 133, 135 Series 136 Series 822 Series 1/2 GLASS: n HU m ° 0, 7" 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RiL. 23 RA.. 2e R& 107 Series' 108 Series 304 Se, -es Series' This glass xd may also be useo in the following door style Eyebrow 5-panel with scroll U Oak raft AR k EK'+ e.. I `lu LNr: l n 7, E Nt '`UI,rIN.\ Nell-r..—I1-0 Inv, D— PREM 'P.i.i :.,, a AOrd 29. 2002 owcne• nQmoo•+nofmoaua.nwo.ememrouessdecnK+wmdn•dnandmodua o.•. Masonite International Corporation der++ sunmu 10 enmoe .nnom noaKe Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0o a 0 1 0 e04 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series serles APPROVED SIDELITE STYLES: r ?r Ile, 129 Series 200 Series 12R. 121. 23R, 231. 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 C.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms t3 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" LI1., C., I Nv .00.,—.T...—iA•.,Yu(r Dew. April 29. 2002 Ouf tom,nu.no or000m of oroaun +noro.emeni miles $M'fiCnons, aeswn+mo o.oaun aeon suoieD 10 ChAnQt «p00u1 nor¢e. Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: v. A. y.V1 O o 7. •.. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Ma imum unit sire • 12'0- z 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design h: used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant recuirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series* 12 RA.. 23 R/L. 24 RA. 107 Series* 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK' V,,.L;711, L,aI.P,UnON\ T..-1—r... fnvr Dee.. April 29. 2002 011 CO.nn1•np 010011n1 01 D10010 01D10+emtni m.e$ SONinCJlOnt C",gn rnO DIOOUCI M d i O n l t e International Corporation Otuil SUD1101. (n]nOt .imG.A n0i4t OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as ao 404 series 410 Series 709 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 2 L 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EWElinu.Hr n.a Lt;ia. a ruw• re.4.wrera•ryo l..vrDm AOrd 29. 2002 0u1m.A.iAQ o1oQ m of oeoaun o.wemmr cosluice[ miles snelnuions. oeva• 1-6o.oaun M a s o n i t e International Corporation aeon to cmAge .nnom .•oece XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Ju Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 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 recuirements for a specific building design and geographic location Is determined by ASCE 7•nalional, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minirrum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 as 822 Series i oa 404 Series 108 Series uolOak!WE EK" or. .,..", I., AR I HUL.1;1 .\ LN1.1',U 10.1 r.w..t......a ee..r•••ew,oee., 0-111 PRFJNOa??i 11,v-, April 29.2002 Ow con1.n„ee ;noolom or n.odun -Dlo—em makes speor¢mons, des.gn n)d m0d10 Masonite International Corporation dew" S0^1 to cNnoe «dnoul noeee XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 1 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 (1.075" 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-OADE 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). IS C State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" e.m,0— April 29. 2002 Oak+ e0nl n!, o prppym or Or00i O-D'.1Cmem maker eomIcnnnr. 0e gft AM G,oUm] aeu.i suoien ro enaMe .Doom no,ae Masonite International Corporation or OX COP-WL-MA010;02 '.. . Glazed Inswing 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 87. Single Door with 1 Sidelite Maximum unit site • 67 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•nalional, 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 MACI-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: DID 00 00 822 Series 1/2 GLASS: Ea 00 404 Series 108 Series a Oak raff AR k EK'" nlrer.l,n.. LAldc'1ua,y. fa.1..W..a•—ewt—,0— a [• 1 I-- Qs ff At 129 2002 Masonite International Corporation Out (011-1-M0 01001011101 0100"1 100 01011u0 Uf1aA t Uir't1 W (N1 Qf .-0.1 XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: U - 810 Series APPROVED SIDELITE STYLES: 8'al" FIBERGLASS DOORS 0 - 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel; P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood wit) 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). i J'f / & / I ---.A!!7 aT State of Florida, Professional --ngineer Kurt Balthazor, P.E. — License Number 56533 O akcraft AR EKEl l l u r.• 1 I IlILM1 LA\.1 Ln l' 1'`I)1 )l)M.\ N,n.Tn...rM ip.r.0 (nvl0ew. April 29.2002 Out COn1.n K 0100.1m 01 0100ttn -Dt C-1 t 34S 10K 141WI, 01S.On and MOW MaSonite International Corporation Oet)d SUDlect t0 [name .1n00 n0t ce OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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 i:: used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant recuirements for a specilic building design and geographic location is determined by ASCE 7-national, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minirr um 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: 1/2 GLASS: n as 404 series as as 822 Series a 108 series 0 O_ ,gaff AR k EK" oT 1 lla l: Na:Ln\.\ l: !v'I'M 1',I a.ItIM\ We.T..,.r.. r.•n... levy Dew. April 29. 2002 Om com no rQ dtoeum of o.00 ,o tld,o.enlenl ma. $ $Qnd1 jl4rS. oe+gn atto o,oana M a s o n i t e International Corporal i on dela" Subieel to manse washout 10ee Ox0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: Nn, 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0149-02 8'0" FIBERGLASS DOORS f 300 Series a r Y t 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 rail:; constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavipt of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raff AR EK" 1;1UL'R(iLA]\ LN'I'NY'UOOMS T..—F—r—env, o— AOril 29, 2002 Ou Conuewne ol0ollm or 010ou0 morovtmMl MILS sDeCdgAlanS. (IM21 Ind oroeuCl M a f O n l t e International C o r p o r a t i o n oetlil S.Me"to eelnot .drtoul notice OXX0 Glazed Inswing Unit 8'0q" FIBERGLASS DOORS APPROVED ARRANGEMENT: J: r• 0 U-9 0 fin' S.;:I> Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size • 127 x ST Design Pressure 40.0/-40.0 Limited water unless special threshold design i; 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 minirrlum 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: an 00 00 822 Series 1/2 GLASS: a F 00 404 Series 108 Series Oak raft AR k EW IMI I, LN1; 1.\.1.1 LN'I'H 1',.111 .1 April 29. 2002 Ow com w^Q m001Jm o101o0up+010.emenl T..—.ara.p,. e., peer, MPub% SDW-CJIpn1, des Qn Jed Orodul Masonite International Corporation ueua wWd Io cnmpe «.mom nm•ce OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: t" 810 Series 000 Series APPROVED SIDELITE STYLES: I 450 Series 852 Series 810 Series 800 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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). iII State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak_raff AR k EK'- Apra 29. 2002 Ow conimmnp 010011m or 01mu0 0•a.emem ml,es s0<oicnam, a -an lna Or00etr M d f 0 t> i t! international C O r p 0 r d t i O n etila $ O1<Cl to 01.gl ..i".0 nW XX Glazed Outswing Unit APPROVED ARRANGEMENT: O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size . 6.0' x 6.8- Design Pressure 55.0/-55.0 Umiled 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 D00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 1:! R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' finis glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. 13 Oak raft AR EK" l .r lu.r.elt , eT b•v, 0- Acid 29. 2002 Ou. COm•nun0 Dr00rlm OI Or00un •m DIOVtmtnl mitt tOtC•IK)tant. OttrOnlM DrDDU[I Masonite International Corporation Dll!•I SUUIIn r0 (nlnpt wrmOUl n01<t XX COP-WL-MA0162-02 : Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 a ! 404 Series 410 Series 109 Series 117, 120. 122 152 Series 1e9 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 wits 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 Io the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 1,1111:M 6LAII Lf I. 1',I1011.1 nl T..u...<10.q( l.vl Dw April 29. 2002 Masonite International Corporation Our COnlmu n0 Dr.Q1 01 D•Ddu .nO.Or<m<nl mpl, SDK 1;llOn1, C-91 ..d DIM.. 011. to Dif(1 t0 01n91.an00 n.'K , XX Glazed Outswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: IZ r v. Oµrl 0 pia 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 Umiled water unless special threshold design s used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant rejulrements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the editior 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 am 00 00 822 Series 108 Series O aka— a AR k EK 01 i iu Kc s.n.z un'r r,uorr K.s r.e..i•.,•,..a rc«ry•. [•vs Dea. sn'.. 6 ADM 29. 2002 M a 5 0 A 1 I! International Corporation Our [Onbowne 0'.Q m 01 P'N0 -0 0 -- It soe4 Klions. 0-0n Lq IN., W'., SvOK(I 10 (nanp( nC Kr 7 a 1 r r 41 r u111111111111 4411111 I I r1millOIl=m, inT f=- 1 FMMIJ mCI_I 111El1PilREVISIONS ATE: ECN NO. APPVD: DESCRIPTION 11/00 - YWW I OTY (1) WAS (2) FOR TRACK BOLT 20 G IJ01. Gm STVjM ATTACK TO DOOR SIC" NTII PAID= Toc{HOC srsTEL TOP. BOTTOU a mm). Tg HORIIZOIITK TRArK SUF a BT DOOR DmAl1ER ( To SUIT) AStF CIO 9o00ooDIx K LISTED em. DOUBLE TM'X FRAM CONFXXAtAn3M IU0W HEAORDOU S iW/HF AS AN OPUOU MIDr r . r 4xV. STEM TRACK, t. NK TRACK TIOCIME : Lao' O -2 2 ET aV. =,m TRACK BRApMT 4)TAACI( BRACKETS PER SD . Um TOP TRKIZT REPORT#9606C 11DWOWK Jr. 20 G U-SAr¢ DQUIll TRACK U-6AAS M A 2-1-2-1 PATIUD (IE I= U-04R5 ON eoTTON SEL710K OW U9ULS ON IEEE SD:DOK ETC.) /14.4/E• Slfa IETK SCREWS tOCAnOII A L OPf10 NL UIfSmE 111ED IDO T09710M 1 IML 0001R NmM 91SDE ONATKMIS I wTR 1• 1 FT lIL SRER OM 19 mfOi 1 OD. IYL OOORtS IP To Y-0• IaGIcor451sT OF c.> SEC11015 ((90n1)). ODORS OIVRY-0• Iapl 0p1495T Q (sl S[L11pR (Ibf 910NII). oa n coN OUTSIDE wwccr190t aLTIUDTD. IAc SCREWSwr a OMwiud/w 09R 140r RODAT4D) ro PRODE A nJM UOIMTVIC 51AEME HORIZONTAL * MM 00 "Of TRNdER TOAD. 2A YELLOW P9E 3AU8 I 2• THM se QA.SS as aPtIDIML 10 sGEN Iro Atwrlr< u1E tETemoN urE 1YY1 Aa12 G GLV 1/i J/.• SE1S 0 0 tMPNc SREM' S 11 FIm NNGYS la G_ NTF3tIEAl NNfF STOP Uou1DNc er DOOR RSTAI3ER (TO SUIT) r20 G IaL CKV. STUX am SRE 20 G CALV. sim MFIL sw I YCDFD Is" - - UIE RUM" BRA4Ow FASTE14o TO D00 1416/ I 23G1aM. SIM /eJ//4• PAN IEAO SCREW 4RN ONE s/IK.1-s/a• LIO 9Car SKw OOATED 90N c-40 TOT. (10 SCREWS PER LITE) e.4 ANGmRS ON 21 CENTEJS (C-90 PER TRACK BIRli02T. CALVA1a IIic. BM®-d1 PRaEJR, eIOCR) 011 N• CFNIGS f1000 PS 101. (ggRlE) Rf 7/Ie• ID. RMM T AND A BN®-0N P7E1'ESTCR swP un71 cw. CE3 1/••`a• bN 17-1/Y CEM06 (2.000 Ie G C LV. Sim CPNTTR MCC TOP COAT ATFTLD ro BOM tg T4TK ( ONQaiC). 11K9mb 94G10ED 911l1 EAS7FMR (ONE PER Tml1fR) 12 G GLLV. STEEL TOP ONTO .OtIICIE IitADL SI //4LT10R5. 1. OD. 14M. 9M9aA RCDAI4D 2• EALv. STEEL TTMLx rASTtM ro 14 G VLV. StQ1 ROUZR r ro aETOt STaES M .) Sm[5 or Sim STaN. ROLLER EM OK Sw TAM. ON 9TTM MP'COMS. wT BE 001A4Td9nac I2 G CALV. STEEL TRACK BFAOhlS, rAStCXD ro CNI SRLS EI81 /(.) 9Eff IETK BRACXLT ARAC- EO r/(4) WEER. 519E EACH SIDE Or DOOR. (gU MT AE011aeD) ro N10.DE A PLUSH TRACI( ATTACHED ro EACH BRACXET 14d/a• 9SEf IIETK SaEK MO S 4. s/a 9 EEf UETK YOINTRC Sl16MC NCa201RK 0S 00 MOT 4RH ONE 1/rJ/e• BOLT a WJT .) IJi J/a Ylf rAf4r1C sS7ElR PEA OO NRCE. S- W J TS. a+"A FRAM A (DAD. OR IMO 1/4• M RNEEs. 3• FALL u-w 20 EA CAL . STEEL 1AN. TEI D SIRa4CM: 50 K9 L 3- r 1-7/ e• T 4 OUTS" . EYED --,, EM K14DLE 4, Do 2' DIA SHORT STEM. IQ 0ALL STEEL ROLLFA. 14 GA. CALV. STEEL sTu ME UARK UESIQSEID. P.E. Elm KHGG FM1 . FASTEMEO IQ EMI PE MtATIM OF AMMS ITTOM76. SECTION C-f FLORIDA PE I4e495 STILES •/(4) 14.5/e' 890E MANOLE sNE NOOM CAROVIA P.E. 123932 SHEET IETK3/ 4• SELF OITISiOE NEIID LOG( LOCK BAR 4)TAPPING SO/a7a5. ro. I. DPTVK4 cwl rm W DESIGN LOADS: +24.0 PSF & -24.5 PSF tauP 1 TRKX oN NMc 2, ME DE9U4 OF ME 9sPORTWC STRUCTURAL EILYEKS OUTS" EMI SIDE 94ALL eE n E RfSPOl19BLTY of w PmFES90TUL of TEST LOADS: +36.0 PSF dT -37.0 PSF TOLE or DOLE WCORRD FOR THE OUI OWC OR STRUCTURE ATm W M:OORDA"M 3• TAu . 70 G GKv. STEEL U-DMS Elm SImE BOLT a11/1 GURFDa BUILOW CODES MR DE IDAOS LISTED ON 9Naa 1Ar.3 r[ 9Mm w au0 N A 2-1-2-1 PAf1Ela1 OE IWO u-eMs SiaE EDT( EKJLES IMS OMRWC. R- Y.a m.mit} PART NO.: - ON BortoN SCCTON. ONE u-BUR DN Nm WO VERTICAL SCCIION ETC.)). EMI U-W ATTACHED RMUL ONE wmc Vraav 51aR4d an.1.u. 312 tAi.A Y S le 1600 OM I/ 4•J3 4' YIf TAPP94G SCEWS I" DN -1--T IDEA GI10tUm6. 011 45202 w STILE LOCA o moo, soc r_ a.DNG almoucTs M. TOLERANCES an td Na I-St3 S!1 E600 or .0 - L.03 WrooaDmur_ Fm w. 1 N-N62-3519 Wsmr .00 - 1.015 DESCRIPTION: NOOEL 6RST W4 16-0 : 8-0: 24/-24.5 DESIGN LOAD Ir.' OPIK9I . 4rw M: Aa4iu ..aT . .000 . t.005 13 Co, CALV. STEEL 60ROU BRACKET. 0000 .~ ••r a.e9•. .r t.001 DRAWN BY: 8AAw DATE: 4/18/00 SCALE: NTS DWG. R ATTA wIM (2) 114J/a- SORT UE7K SCREWS. KAa1111 ,I IXTR, o`9,-, ' :1/ 7 CHECKED BY: EAWW GATE: 4/18/00 SHEET I OF I ISIZE 1J l MNTL 9UT14a5TR8. /%//' third Angle _ um.- Slalaa aNa.: TN Projecfi ro¢749ons ARE N na¢s. DWG. NO.: 102138 REV. NO. 1 o7 e7 3 A 4 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) snATTACHEDW/ TOC-L-LOCTERM(TTOP & 80LL AND URETHANE ADHESIVE (ALONG CENTER) r .91 rmm F43• 1 PTKKAL. KEYED LOCKkMalxnoNA1OUTSIDEKEYEDLOCK POSITION MAX. DOOR WIDTH 9'0' J /14x5/8" SHEET METAL SCREWS 3 LISTEDOPTIONALOSBGLASSOR 1/8' ACRYLIC UTES AVAILABLE SEE SECTION 13-0) 20 GA_ MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOC-L-LOC SYSTEM A TOP, BOTTOM k CENTER). m REPORT#9606C 25 GA. MIN. CALV/ 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 SIDES OF STEEL SIGN. ONE 3' TALL x 20 GEL U-BAR (50 KSI) PER DOOR SECTION. ENO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR INSIDE SLIM BOA LOCK OPTION Q NOTE I DOORS UP i0 7'-0- HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7--0' HIGH CONSIST OF (5) SECTIONS (HOT SHOWN). 3 O O 1/4'x3/4' SELF IAPPING SCREWS. 14 CA END HINGES 18 GA INTERMEDIATE HINGE NEW " VIEW 'C. 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO 12 CA GAIN. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT h NUT OR TWO 1/4- OIA RIVETS. 2 REVISIONS REV. NO ZONE: DATE: I ECN NO.1 APPVD: I DESCRIPTION I I A4 11/00 1 - I WWW I OTY (1) WAS (2) FOR TRACK BOLT 2' TIOCK 3' TALL U-BM 20 GA GALV. STEEL 1-7/88- 15 GA. CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET 1 TTAET MECHED TAL SW LAP JOINM 14 GA CALM. STEEL END HINGE EACH FASTENEDTO END 9TQ' W.4) I4d ' k ( 4) 1/4'xl/4- SELF EAPWIG STEWS. 3' EARL x 20 G CALV. Sim H1$UN. ONE U-OAR PER SECTION. EACH U-BAR ATTACHED f' x3 1' SELF HORIZONTAL. TRACT( SUPPORT BY DOOR INSTALLER (TO SUIT) 13 Crl CALV. STEEL. FLAG BRACKET. EACH FASTENED To woao .IAMB WITH 3) 5/16"xl-5/8' W00D LNG SCREWS. UMOOUBLE TRACK TRACK LOW FIFADROOM IS p x AVAILABLE AS AN OPTION DOOR WEIGHT I 1" 2' GALV. STEEL TRACK. W-670- MIN. TRACK THICKHESS:.060' ia x nTYP. 2-1/2"x 12 GA. (.ALA. STEEL TRACK BRACKET. a 4) TRACK BRACKETS PER SIDE. SCEAES pEA SETtE tCGwnoH 0 LHR TOP BRACKET DOUBLE HORIZONTAL Li TRACKFRONTFRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRAi' IK LOW HEADROOM OPTION 13 GCALV. STEEL BOTTOM VERTK_AL JAMB ATTACHMENT (W000 FRAME BUILDINGS): BRACKET. ATTACHED RTTN TWO n n 1/2' x3' LAC SCREWS ON 24` CENEERS. J14.5/8 9EET METAL SCREWS. cc[I n \ I I A re _ . OETIONA(.J.0_SCREW BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING•" ` WFA1KE1t51RP. 1/8ALLAWAIM EXTRUSION" ACRYLICLETSWINDOWLTESURFACE. HORIZONTAL . LIMBS 00 NOT TRANSFER LOAD. SECTION B- B STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. CALV. STEEL ENO STU 20 CA GALV. STEEL INTER. SECTION A - A (SIDE VIEW) 8x3/4" PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C- (10 SCREWS PER LTTE) ENO 2 000 P$ YIN. CONCRETE COLUMN): MOLDED INSIDE STILE 3 ` SLEEVE ANCHORS ON 24' CENTERS (BOTH LITE RETNM C-90 BLOCK OR 2.000 PSI YIN. CONCRETE) OR 1/4' x4' TAPCON SCREWS ON 24' CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, I' O.D. YIN. WASHERS REOUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUTRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18GA. GALV. STEEL CENTER HINCF. FASTENED TO INTER. STILES W 4) 14x5/8- SHEET METAL SCR . 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) i14x5/8' SHEET METAL SCREWS AND 4) 1/ 4'x3/4' SELF TAPPING SCREWS PER ENO HINGE. PREPARATION OF JAMBS BY OTHERS. `2 OIA SHORT STEM, 10 BALL STEEL ROLLER. Ngnrf JAMB CONFIGURATION O wIxamcNwmuLa m. b tsAr' rC Ir.ie W np 4 secnoN c-c NOTE 2: TIlC OCSIGH OF THE SUPPORTING STRUCTURAL ELEMCNTS P SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS USTEO ON MARK WESTEIC D P.E. J` THIS DRAWING. FLORIDA P. E. 48495 //1 - , iTNrd Angle NORTH CAROLINA P. E. /23832 l Projex:l- - INTER. SNAP LATCH ENGAGES STILE OMO VERTICAL TRACK. ONE SNAP LATCH ON LOCK BAR EACH SIDE OF DOOR. ENGAGES IN ON OUTSIDETRACK EACH SLOEHANDLEOFDOOR. END STILE OUTSIDE KEYEDLOCK LOCK BAR LOCKING INSIDE HANDLE U, dm Stall Ott — TOLERANCES — D - f:. 03 00 l.015 000 t .005 0000 f:.001 D.g,— 21/ 2' IN IN e DESIGN LOADS: + 25. 0 P.S.F. h -32.0 P.SF. TEST LOADS: +37. 5 P.S.F. h -48.0 P.S.F. aio.a ax ® r<:om N aNc za A IDEAL 15 5202 W4 O0=OaCASL Fm No. 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/I8/00 I SCALE, NIS DWG.R CHECKED BY: MWW DATE: 4/18/00 SHEET I OF t SIZE JJ DWG. NO.: 102137 1 REV. NO. I 4 I 3 ' f 2 ORANGE COUNTY BURDIM16 DIV. i CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. 01 S Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: t-" C"'rf . 3Oa' CI Plumbing Contractor. ADVANTAGE PLUMBING, INC. P.O. BOX 820027 OVIEDO, FLORID.4 32762.0027 Residential: Not4M3 &SR94 Addition, Alteration, Repair Residential & Non-ResidE:ntia New Residential: One -Water closet _ Additional Water Closet Commercial: Minimum Permit Fee $25.00 _ Fixtures, Floor Drain, Trap _ Sewer Piping _ Water Piping_ Gas Piping Manufactured Building Description of Work: Number I Amount 2- Application Fee: $10.00 TOTAL DUE: -, By Signing this application I am stating that I am in compliance with City of Sanford PLu.mbing Code. Applicant's Signa u ' (ham C( State License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEDO FLORIDA 32762-0027407) 366-3994 CITY OF SANFORD PERMIT APPLICATION 2 - -) Permit Date: Job:'Address: C- l C Building Electrical Mechanical Plumbing Fire AlxrnslSptiakkr Permit Type: Description of Work nF Additional Information for Electrical & Plumbing Permits Electrical: —Change of Service Temporary Pole New AMP Service (f! of AMPS Addition/Alteration Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumb ing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lixs 2-1$S 1 lr q% o oc, Residential Commercial Industrial Total Sq Ftg: = Value of Work: S lOOr b Occupancy Type: — Type of Construction: Flood Zone: Number of Stories: Number of Dwelling UnIU: Attach Proof of Ownership & Legal D=dpdon) Parcel No.: Owner/ Address/Phone: Q 10 ly tJ-notoLk I'Dv- L C 9- Contractor/ Address/Phone:e:, 101 State Licenso Number. Ce:('-0522 Oy `` Phone & Fax Number. Contact Person: AT Title Holder ( If other than Owner): v % Address: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer A .6• lJi ttJ C)F' Address: AO1 NSR 32 1 } Phone No.: ! J0 7rb Fax No.: 140 4(-2=14 - AD =Ia Application is her made to obtain a permit to do the work and 'installations as indicated I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be seclied for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE: FOP.IMPROVEIAENi'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINO 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 grntinnmental entities such as water management districts, state agencies, or federal agencies. of permitos verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. of Print r f Ct , Liz Signature of No OFFICI PATRICIA COULTONNOTARY p1JBUCStATEOFFLORIDACOM,=ION NO. DD134330X-0 Owner/Agent is _ Produced ID Date Signature of Contractor/Agrnt-l---., Date Personally Known to Me or APPLICATION APPROVED BY: '0-0' 4 Special Conditions: s N PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY26.2M Contractor/Agent is Produced ID Personally Knoum to Me or Date: 3' s — 3 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1. 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 foer sizes rment bar oeplacementg walls Provide side view details of these footers witheinforce o b. Floor plan indicating Interior wall partitions and room Identifleation, 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) o C. Elevations of all exterior wa1139 east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. o ns to be used in the structure. Bearing d. Cross sections of nil wall sectionon-bearing Inter and exterior. Show all components of wall section. o e, Framing plan for floor joists where conventionally framed. Plan toindicatespan, size and species of materials to be used. O f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to enrry and support trusses. O 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. o h. Square footage table showing footagcs:—0S.F. Garages/Carports — S.F. Porch(s)/Entry(s) 1—S.F. Patio(s) Zi';7 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, Fl (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 n 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 bearhs - columns- cells 6. Rough electrical 7. Rough mechanical S. 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 SIGNATU My Owmer or Autho d Agent) W/ - 1978 I March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Bakers Crossing This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance; of Permit No. for the following work: Construction of a SFR on Lot 5, Bakers Crossing, Phase 2, 308 Clydesdale Circle Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected authorized for use by the City. The owner hereby grants the City the right to use of the SFR for occupancy until all of the above -referenced project compliance with all applicable development regulations. and deny is in The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 102 o Orlando, FL 32822 o (407)857-9101 o fax (407)857-9228 Please visit us at www.drhorton.com 11%Za MUM= er Dixon, City Manager The Owner hereby agrees to disclose thE: contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name nLC Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signatur Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31" day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is person known to a or who produced their Florida State Identification. OTA oiy NOTAIL[.:rONEPN". ORIDA 1J)134- 006L330j_1,22 Notary Signature Notary Stamp 6250 Hazeltine National Drive, Suite 102 o Orlando, FL 32822 0 (407)857-9101 o fax (407)857-9228 Please visit us at www.drhorton.com .,,:,. H-R-HOR ON' March 31, 2003 Russ Gibson City of Sanford Dear Mr. Gibson, Westlake Plantation, L.C. stated to you in a recent letter that the following work will be completed at Baker's Crossing: 1. Structure for 84" pipe in question will be modified per a design by Neil Hiler, approvable by the city staff. This will eliminate any question of its longevity. 2. They will install a rear yard drainage system per their dimension for the other. two blocks in Baker's Phase 1 impacted by A/B drainage. DR Horton understands that with that lett(;r The City of Sanford has agreed to release building permits in phase two of Baker's Crossing. Please consider this letter confirmation that D.R. Horton will ensure the above work is completed by the Developer of Record, Westlake Plantation, L.C. Furthermore, D.R. Horton understands that until the developer completes the above - mentioned work there will be a hold on the issue of certificates of occupancy for homes located in Phase II of Baker's Crossing. D.R. Horton, Inc. Division President APR 02 2 i? D03 j1 ij LJ 6250 1•lazchinc National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • I ax (407) 857-9228 iIA PSX C O TRQ '— Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS A_DDRESS Name Address( City/State/Zip 1" ' Phone & Email Quarterly Payment Amount 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 INSTALLATION ADDRESS: L 5 ? 2 1 R 0=1S= • t, SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: i" accl DAMAGE 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 $1,000,000. 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 DowElanco: 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 bait 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 bait; 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 maintained for the LIFETIME of the Identifled property subject to the terms and conditions of this agreement for per quarter (3mo period) payable on or before the end of the prevlous 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 arca(s) 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 areas) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, 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: COMPANl DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTTES. OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. erstands and Agrees at f all SENSITIVITY/PHYSICAL FACTORS: Customcu an s to consult a physician If necessary regardingresponsibility tinyoaffectahie Property treatvisitors, ment ing any - allergy or guests, and/or other temporary or permanent oc p may have and (2)lt is their responsibility 'to notifyy pee n oriting not less other condition n two beActivatedActvatedtor exacerbated by theatOrY products and orsensitivityconcerningodors, dust, pollen, p lrl techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific referencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract an appiv without exception. COMPONENTS- The nents DOWELANCO OWNERSOEN URIC re dNviS remEnito propertyof DowElan ou The Customer has stomer snohrights lto Anyofhe of the Sentrlcon "System (Components) or modify the components In any way, other than the right to their use as Components, and the Purchaser may notafter, remove, Installed by Apex on the Customer's premises under this agreement. ion of this Agrement, Apex AndremisesheeStationssandotherCompinneoor its representate are authorized by the onents contained therein for appropriate disposition. ustomer to On expiration or t retina retrieve from the C P 3• If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System m of a. Apex will: (1)so notfy el tionshi mnotez)Conventlonal offer e' liquldr the lbarrler'e m thods of eofutermite control msing a differentaynottoffertaneffective or discontinuing theP( ay not stations of certain structures. In sucheventApexftheCustomerAndAndoffermeansofcontrollingcertain termiteInfeApex ( Parties) form of termite protection, and therefore may have to discontinue the relationship.); ( )i agree on use of a different form of termite protection, ;ive the Customer credit for service paid for but not yet received;- (4)ff the Customer elects to discontinue the relationship, or if Apex cannot offer an effective dtifer t lever or advise Do m of termiteprotection, refund to the Customer an amount equal to the fee paid for services not yet received, and• (S) Its representatives where to retrieve, the Components fromtheCustomer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apexontheuseofadifferentformoftermitecontrolorelecttodiscontinuethisrelationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers theStructure(s) identified herein as of the date of the Initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or;j2) to anytermiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; 4 an tamperingof baitin agp equipment or su Iles occurs, the Customer will immediately notify ApexInwriting. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. vhlle performing any work hereunder p avoidance of damaging any part DAMAGE RELATED TO SERVICE Apex will exercise due care i be resp of the Customer's property, plants, or animals. Under no circumstances orconditionsshallApexonsiblefordamagecausedatthe. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to makepaymentwhendue, of any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, whichshallbecumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. vENUE/SEVERABILITY. Venue for any and all legal proceedings shall be InBrevardCounty, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining termsandconditionsofthisAgreementshallremainInfullforceandeffect. 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 will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuellor 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)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termlte damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding iltigation, 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 arbitration of the American Arbitration Association or any successor organizntlon, 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 arbitration 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 determinntlon of the arbitrators rvfil 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 nssoclated with the arbitration 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 Installation, terminate this Agreement and be relieved of any liability hereunder If Apex determines, -In Its sole discretion, that It Is unnble to prevent or stop further damnge to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Identified Property 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. Th's Agreement is assignable by Customer for a period of I (one) year front Its effective date. After this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex within 30 thirty) days of the transfer of the treatcd 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 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858-0540 813.221-2847 800-929-2847 888-764.2847 877.459.2847 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Buildincl Performance Method A Project Name: 2289 Builder: DR HORTON Address::`__f) s_k i k t . Permitting Office: City, State:,-,^Jcq _ CXLvoj\S t Yl , Permit Number: Owner: J). Q . Jurisdiction Number: Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/Itr 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 fl' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 fl' _ HSPF: 7.90 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.Oft' c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=1 1.0, 876.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 330.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 43.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL:/ DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM O0OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9,96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Ad. acent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCS13 0.2 FORM f3OOA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 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 5 2564.00 12820.0 50.0 0.116 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 1 15199 4828 13118 33145 PAz:0 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge@/FlaRES'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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings :-1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame 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, test sd. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or Gut)ff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools m ist have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned ,attics: R-6 min. insulation. HVAC Controls 607.1 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. T-1Commonceiling & floor.; R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAYCARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the snore 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. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ref Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ I a. Central Unit 5 _ b. N/A Yes _ 2284 ft2 c. N/A 259. 0 ft2 _ 13. Heating systems 0. 0 ft2 _ a. Electric Heat Pump 0. 0 ft2 0. 0 ft2 b. N/A R= 0.0, 161.0(p) ft _ c. N/A R= 11.0, 320.0ft2 _ 14. Hot water systems a. Electric Resistance R= 3.0, 835.0 ft2 R= 11.0, 876.0 ft2 _ b. N/A R= 11.0, 330.0 ft2 _ c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 19.0, 1809.0 ft2 _ 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ- C-Multizone cooling, MZ- H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 'ct, Date:. Address of New Home: C ? 1c k ,k (,,-. City/FL Zip: Cap: 48.0 kBtu/hr _ SEER: 12.00 Cap: 48.0 kBtu/hr _ HSPF: 7.90 Cap: 50.0 gallons EF: 0.86 PT, y pF gHESTq o nut e a 1i NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStarTd lesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge iveb site at wtvw.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: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: DR HORTON--MODEL 2289 Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 2284 2284 Volume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldrtalic values have been manually overridden Printout certified by AC CA to meet all requirements of Manual J 7th Ed. y,. wrlghtsoft Right -Suite Residential- 5.0.64 RSR26016 ACCt, E:1Files\DR HORTON 2002t2289t2289.rsr 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 2002-Mar-01 08:28:50 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House i DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x 219 cfm x 32 °F Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 °F Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ftz Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 125 cfm = 3692 Btuh eroceaure u - tquipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential' 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCK E:1Files\DR HORTON 20021228912289.rsr Page 1 RIGHT-J WORKSHEET w Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2289 9.22.00 ivwrruHL j: im to. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg ft') Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 999 160 72 112 Exposed b 12C 2.9 1.9 971 C 0 0 walls and c 13C 3.2 1.2 330 C 56 0 partitions d 0.0 0.0 0 C 0 0 e 0.0 0.0 0 C 0 0 f0.0 0.0 0 C 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183 glass doors b 8C 37.0 53 1959 C 0 0 0 0 0 Heating c 9C 38.7 0 0 C 0 0 0 0 0 d0.0 0 0 C 0 0 0 0 0 e 0.0 0 0 C 0'" 0 0 0 0 If0.0 0 0 C 0 0 0 0 0 7 Windows and North 20.4 42 849 C 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 210 11919 7 381 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0'"' 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) If 0.0 0.0 0 0 01 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 297 7712 2479 7 182 58 0 0 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3302 10°i. 166 10% 92 10°/ 275 15 Total loss = 13+14 36319 18W 1015 3020 16 Int. gains: People Q 300 7 2100 0 0 0 0 1 300 Appl. Q 1200 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 27691 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 18 Duct gain 10°/ 2769 101 75 10°/ 21 10% 247 19 Total RSH gain=(17+18)•PLF 1.00 30460 1.00 830 1.00 235 1.00 2720 20 Air required (cfm) 1600 1600 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gi'1t50ft Right -Suite Residential'" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCk E:\FilestDR HORTON 2002t228912289.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: rth LO. 1 Name of room UTIL 1/2 B fH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 It 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 h heat/cool 9.0 ftheat/cool 9.0 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 0 0 311 81 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 72 40 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 0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 0 0 53 1959 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0'"' 0 0 0 0 0 0 f0. 0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 0 0 0 0 53 2883 0 0 SE/ SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 01 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 46 10% 106 10% 581 10°/ 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 4 1200 0 0 Appl. @ 1200 1 600 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 684 426 5685 2101 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 68 10% 43 10% 568 10°/ 210 19 Total RSH gain=(17+18)'PLF 1.00 753 1.00 469 1.00 6253 1.00 2311 20 Air required (cfm) 22 40 52 25 281 328 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr19ht50TC Right -Suite Residential'" 5.0.64 RSR26016 2002-Mar-01 08:28:50 CCA E:1Files\DR HORTON 2002t228912289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R rob: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: [in La. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 It 31.5 It 23.5 It 5.5 ft 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 It 12.0 x 15.0 It 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg I Cig ft') Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 263 0 0 0 Exposed b 12C 2.9 1.9 63 25s 188 44 walls and c 13C 3.2 1.2 162 C 0 0 partitions d 0.0 0.0 0 G 0 0 e 0.0 0.0 0 C 0 0 f0.0 0.0 0 C 0 0 6 Windows and a 1C 37.0 77 2846 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 C 0 0 0 0 0'"• Heating c 9C 38.7 0 0 C 0 0 0 0 0 d0.0 0 0 C 0 0 0 0 0 e 0.0 0 0 C 0 0 0 0 0 f0.0 0 0 C 0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 54 3433 16 870 16 870 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 9473 2012 1807 310 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 947 10% 201 10°/ 181 10°/ 31 15 Total loss = 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 •••' 0 0 0 0 0 Appl. @ 1200 0 0 0 •••• 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 6927 1890 1739 326 Less external cooling 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 693 10% •••• 189 10°/ 174 10°/ 33 19 Total RSH gain=(17+18)'PLF 1.00 7620 1.00 •••• 2079 1.00 1913 1.00 359 20 Air required (cfm) 1 459 400 98 109 88 100 1 151 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrtgi 7t50{t Right -Suite Residential^' 5.0.64 RSR26016 ACC E:\Files\DR HORTON 2002\2289\2289.rsr 2002-Mar-01 08:28:50 Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDI-TIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin La. 1 Name of room LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg ft°) Htg Clg ft') Htg I Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 Exposed b 12C 2.9 1.9 96 328 walls and c 13C 3.2 1.2 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f0.0 0.0 0 0 6 Windows and a 1C 37.0 16 591 32 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 d0.0 0 0 0 0 e 0.0 0 0 0 0 f0.0 0 0 0 0 7 Windows and North 20.4 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Cooling E/W 56.8 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 16 415 1341 32I 831 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 0 Less transfer 0 0 14 Dud loss 100/ 175 10% 346 15 Total loss = 13+14 1925 3804 16 Int. gains: People Q 300 1 300 0 0 Appl. Q 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1423 3049 Less external coding 0 0 Less transfer 0 0 18 Dud gain 10% 142 10°/ 305 19 Total RSH gain=(17+18)'PLF 1.00 1565 1.00 3353 20 Air required (cfm) 85 82 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 08:28:50 CACA E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 AL RIGHT-J WINDOW DATA IP DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MB1rH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WI(., MBR a n e a C n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAIVI b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 Krr a n S a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n S a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 80 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL IBTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 wrlghtsoft Right -Suite Residential 5.0.64 RSR26016 2002-Mar-01 08:28:50 4CC, E:1Files\DR HORTON 20021228912289.rsr Page 1 VOVC CC VmOi Wla LDClrf 011 r by h dl.ct KASMorfcop RDOY I0 ILEA S' rfrw„ 10.6 I.C. 12.6 !¢d 45 NS it 10 cd 23 0LOw' 1' dryrr tllK 1 to roof cop 42X42 A/C SLAB BY BLDR MIN 3• batn last f r — cop 2' FROM WALL =%fog L- rib GARAG6 m 6' 111 LM OIO.HR YW! T. pp-ti 0 rumr Y 6GOA 12,12 I.cd330 sc01e rl/B'•1'0' N — i 3' born act to roof cap xrrcRP11 •/fan mm10.6 I.ctl O120 ; 4.0 TON V/10XV e240V IP11 a 10.16 ptrn platf— by bll- I 0 ED 4`1ING ; 10' l6' ROOM 6. 7• lm I.cd 'i 6 g• 200 . 8. CP rnB arw lO ROOMN. B I.cd 200n 3 z H cl/ O O O I, 0j Vi CDCUJON Rating I z oN m W >_ z C 0 W BR4 a n w b c n 0 d 1 T 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 wrvghtsoft Right -Suite Residerrtial- 5.0.64 RSR26016 2002-Mar-01 08:28:50 i(>, E:TilesXDR HORTON 200Z22W2289.rsr Page 2 PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CO"IMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; 1HENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 75.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 65.00 FEET; THENCE S00'25'29"W A DISTANCE OF 106.82 FEET; THENCE S51'23'10"E A DISTANCE OF 20.97 FEET TO A POINT ON A NON TANGENT CURVE; SAID CURVE BEING CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE OF 16'45'55"; THENCE FUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE 21.95 FEET; THENCE N51'23'10"W A DISTANCE OF 79.10 FEET; THENCE N00'25'29"E A DISTANCE OF 81.15 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. PROPOSED ROSE HILL PHASE II PLAT BOOK , PAGE POINT OF BEGINNING Tn g o - z PROPOSED 3.38• LOT 4 LLJ S8933'46•E Cy) U') N POINT OF GO 0COMMENCEMENToo z NORTHWEST CORNER Z OF LOT 25. UR SLAB ELEVATION T'' ABO',it CROWN p T 4.a 51 tio' ROAD UNLESS POTR RWISE APPROVED NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LOT 5 CONTAINS 7098 SOUARE FEET t THIS STRUCTURE CONTAINS 1787 SOUARE FEET t TOTAL CONCRETE 877 SO. FT. t TOTAL SOO 4434 SO. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. LOT 2 I LOT 3 65.00' S89'33'46"E PROPOSED LOT 5 DRAINAGE TYPE. A I I I I i PA i10' I 17 5 7'S i 40.0 I I 40.00' _ PROPOSED I 2289 iFINISH FLOOR i 0 0 ELEVATION=48.50. 0 I r1/c I 15 0 5.3' 19 7' I 1" = 30' GRAPHIC SCALE 0 15 30 PROPOSED LOT 6 N00 O N O O O N B B' DRIVE SV ( /,i3O?Oy 4 0', 41 BUILDING SETBACKS31g6 p7•yl FRONT: 25' s,sJ ce,Sl 223 Q y REAR: 20' °° ;° PTPGQ Ph SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50'>O0.` p'9hpp9 5a g . O 6y sb ' '7 P -jib. S PREPARED FOR: e`0se;/ `e'oes D.R. HORTON p J oPp O I BEARINGS SHOWN HEREON ARE BASED ON ITHENORTHERLYLINEOFLOT5AS BEING N89'33'46" W PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM40140 DRAWN BY: REVISED: LEGEND PG O - F 9 LBLS PRM PCPP) M ) CALC) FND S%wCP PBPCs NC BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY RIRIGHT OF WAY LINE POL POINT ON LINEE. x PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PC PLANNED DEVELOPMENT O CONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LAND SURVEYOR PC DENOTES POINT OF CURVATURE PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE PER PLAT PT DENOTES POINT OF TANGENCY MEASURED TYR TYPICAL CALCULATED A/C AIR CONDITIONER FOUND CBW CONCRETE BLOCK WALL CONCRETE WALK RP RADIUS POINT SIDEWALK R RADIUS CONCRETE PAD CS CONCRETE SLAB PLAT BOOK C CHORD LENGTH PAGES R/W RIGHT-OF-WAY NATURAL GRACE ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L816393 MODEL CHANGE 2-27-03 JML 320 EAORLANDO, FLORIDA ST SOUTH STREET, SUITE 180 LOT PLAN 2-17-03 CC/JML 32801- (401) 426-7979 2- Z7-o3 FOR THE FIRM WILLIAM R. MU CATELLO JR. PSMN4 28 DarE MiTek' March 31, 2003 MiTek Industries Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I2177515 thru 12177546. Total : 32 drawings. Job :DR2289A Builder :D. R. HORTON Location :BAKERS CROSSING, LOT 5 County :SEMINOLE le Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Dri.ve, Suite 300 Chesferfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 32 Truss drawing. 2) Truss Index. March 31, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2289A r r Trusses included=32 0,"\DR2289A\a.tre" 12177515 1,"\nR2289A\a1.tre" 1 2177516 2,"\DR2289A\all.tre" 1 2177517 3,"\DR2289A\ala.tre" 1 2177518 4,"\DR2289A\a2.tre" 1 2177519 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 1 2177521 7,"\0R2289A\agab.tre" 1 2177522 8,"\DR2289A\b.tre" 12177523 9,"\DR2289A\b1.tre" 12177524 10,"\0R2289A\bb.tre" 1 2177525 11,"\DR2289A\bbgab.tre" 1 2177526 12,"\DR2289A\bgab1.tre" 1 2177527 13,"\DR2289A\e.tre" 12177528 14,"\DR2289A\egab.tre" 12177529 15,"\DR2289A\fl8.tre" 1 2177530 16,"\DR2289A\fl9.tre" 1 2177531 17,"\DR2289A\f23.tre" 1 2177532 18,"\DR2289A\f23a.tre" 1 2177533 19,"\DR2289A\ff19.tre" 12177534 20,"\DR2289A\fgl9.tre" 1 2177535 21,"\DR2289A\fg23.tre" 1 2177536 22,"\DR2289A\fg23a.tre" 1 2177537 23,"\DR2289A\j.tre" 1 2177538 24,:1DR2289A\k.tre" 1 2177539 25,"\DR2289A\ka.tre" 1 2177540 26,"\DR2289A\1ire" 1 2177541 27,"\DR2289A\Ia.tre" 1 2177542 28,"\DR2289A\m.tre" 12177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 1 2177545 31,"\DR2289A\s.tre" 1 2177546 No,451f1 Az 0': STATE OF r 0R10/- March 13, 2002 A WARMNO - Ver{fy design parameters and READ NOTES ON THIS AND REVrJUZ SIDE BEFORE USE. mil® Design valid for use only with MITek connectors. This design is based only upon porometnrs shown, and is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatkn of component is tesponslblltry of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding labrkatlon, quality control, storage, delivery. erection and bracing, consult QST-BB Quality Standard, DSB-BD Bracing Spocfflcatlon, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Tuss Plate Institute. 683 D'G-nofrlo Drive, Madison, WI53719. symbds PLATE LOCATION AND ORIENTATION 1'A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Humbevhg sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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. 4011' 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. LVU FORM018,019 MiTek® O HMRO,ANR 4nGenand SaVWY 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 Q joint and embed fully. Avoid knots and wane 0 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss russ Type JUNAIDIE BUDIMAN PE 445161 Oty ly OfiibN 2289 A 16472 Segovia Cir. N. 12177515 DR2289A A ROOF TRUSS Pembroke Pines, FI 33K1-4627. 3 1 o tionall A S A - 6 , MI e c Industries,Inc. 4.201 S 1 s Aug a 2001 MI e c n ustnes, nc. a Mar 13 6$- age 1 1-0-01 6-1-4 1 1-8-0 1 7-2-13 , 23-4-0 1-0-0 6-1-4 5-6-12 5.6-12 6-1-3 Scale = 1:41.7 4x6 = 4 6.00 F1F 2x4 \\ 2x4 // 3 5 J 6 2 — t dotLl 3x4 = 8 7 3x4 - 3x4 - 5x6 - 7-1 1-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets - 70-0-01, [5:01-1'5- 1, 17::-3-0,0- - I LOADING (psf) SPACING 2-0-0 CST DEFL in floc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 =1 172/0-4-0 Max Harz 2 = 198(load case 4) Max Uplift 6 = -587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 = 1510, 7-8 = 1035, 6-7 = 1509 WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches e:cist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 'NVE 13 4/ PI I F ICE No, 4 5161 ,t STATE OF OR s oNAL March 13,2002 A WARNING - verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mtek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper IncotpotoWn of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the- responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consull OST•68 Quality Standard, DSB-89 Bracing Spsclilcatlon, and HIB-91 M iTe k® and Bracing Recommendatlon available from Truss ate Institute. 583 D'Unofrb Drive, Madison, W153719. Handling Insta111rW R Symbol$ 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. A„ 0 For 4 x 2 orientation, locate 0 plates 1 /B" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 00 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. LVU FORM018,019 Humbwhg sysfom J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® O M WRO,A/R 4COcene al SatWy moots Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. Job Truss russ Type ty Ply HOR ON22$ A JUNAIDIE BUDIMAN PE N45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 333:11.4627. to [ional) A 0 , MI ek Industries, nc. 4. 1 S 1 s Aug 0 2 1 MI ek n ustrles, Inc. a Mar 1 0$51:05 age 1 1-0-0 6-2.12 11-8.0 19-5-12 23-4-0 1-0-0 6-2.12 5-5-5 7-9-12 1 3-10.4 Scale = 1:42. 1x8 II 4 6.001-f2 2x4 = 3 16 2x4 II 5 8 5x8 - 6 2 3.00 rf2- O x4 5x6 - 3x4 - 9-10-0 19-4-0 23-3-0 23-,fi-0 9-10.0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pis 4-7 REACTIONS (Ib/size) 6 = 7/0-3-0, 2 = 957/0-4-0, 7 = 1293/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6=-97(1oad case 6), 2=-569(load case 4), 7=-700(load case 5) Max Grav 6 = 1 1 1(load case 7), 2 = 957(Ioad case 1), 7 = 1293(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORD 2-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES (6-5) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. B j 1D LOAD CASE(S) Standardi•V/ t : No. 4 5161 0 : STATE OF • ' sS•. 0 a IOAy'' March 13,2002 A WARMNO - VerVy design parameter+ and READ NOTES ON THIS AND REVERIE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design Is based only upon paramehsts shown, and Is for on Individual bulicing component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatkm of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insute stabBlty during construction Is the tesponsibllity of the erector. Additional permanent brbcing of the ovetall structure Is the responsibility of the building deslgnet. For general guidance tegarding fob6callon, quality control, storage, delNety, election and bracing, consulf OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTe k® Handling Installlnq and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 re- Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. EE building designer, erection supervisor, property a J2 J3 J4 TOP CHORDS owner and all other interested parties.. 14 c2 a 2. Cut members to bear tightly against each other. 0 o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a: joint and embed fully. Avoid knots and wane plates I/8" from outside edge of U 0. r° O at joint locations. truss and vertical web. as 4. Unless otherwise noted, locate chord splices I/4Cl o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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. 4 X 4 The first dimension is the width 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 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. FORMOI8.019 GANG -NAIL HMRD,AZR Job russ russ ype JUNAIDIE BUDIMAN PE P45161 ty ly 6RT-ON 22$ZS A 121 77517 DR2289A A11 16472 Segovia Cir. N. ROOF TRUSS 1 1 Pembroke Pines, FI 3333' - 4627. ionatotl l A C - .A - , MI e Industries, Inc. 4.201 S 1 s Aug 01 Mt a ndustnes, nc.Wed Mar 13 1 03 266 age 1 1-0.0 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 1-0-0 5-9-4 5.2-12 1-4-1 5-2-12 5-9-3 Scale 1:42.3 4x6 = 4x6 = 4 5 6.00 3x6: i 3x6 3 6 M d 7 7 2 El 1 0 3x6 = 11 10 9 8 3x6 = 2x4 II 3x4 = 50 - 2x4 II 5-9-4 11-0-0 1 7-6-1 3 23-4-011-2-4-1 5-9-4 5-2-12 1-4-1 5-2-12 5-9.3 Plate sets :0-3-1,0=2=017b 0=2=1 1 -1-$1 [8:0-0-137(Y2=01T9:6-0,0-3-0 LOADING, (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BC?L 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1079/0-4-0, 2 = 1 175/0-4-0 Max Horz 2 = 189(load case 4) Max Uplift 7=-580(load case 5), 2=-695(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=,-1950 BOT CHORD 2-11 = 1639, 10-1 1 = 1639, 9-10 = 1139, 8-9 = 1653, 7-8 = 1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=' 41 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/AVSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard J••'Gi•• 1 No, 45161 Ar iSTATEOF V ao 01 qL March 13,2002 A WARNING - VerVy design parunacters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. unionowe Design valid tot use only with Milek 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 Incorporatlon of component Is iesponslblllty of building designer - not truss M1designer. Bracing shown Is for lateral support of Individual web members only. Addltlana temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is ih-s responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult OS1-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® qHandlingInstalllnand Bracing Recommendation ovoilable from Truss Plate Institute, 583 D' Dnofrb Drive. Madison, WI53719. s ymboN 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 For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. mumb vhg SyOem 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. El MiTeko FORM018.019 U`ILS,@ HYDRO -AIR ANSenev(d sav(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 a: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at r/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. Truss russ Type JUNAIDIE BUDIMAN PE #a-4627. ty Ply HORTON 2-2$-9 A 121 77518 DR2289A A 1 A 16472 Segovia Cir. N. ROOF TRUSS 1 Pembroke Pines, FI 3333' to tionalI A A - NGA , MI a Industries,Inc. 4.201 SR1 s Aug 1 MI e n ustrles, Inc. Wed Mar 13 68:51::05 2002 Page 1 1-0-0 6.2-12 11-8.0 19-5-12 23-4-0 , 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 1•x8 II 4 6.00 FfY 2x4 = 3 2x4 II 5 8 5x8 = 6 M7 2 01 LM 3.00 j"1-2- oao x6 s 5x6 = 3x4 = 9-10-0 19-4-0 23-4-0 r 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC ILL Min I/defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 1 72/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 = 1585, 6-7 = 1701 WEBS 3-8 =-532, 4-8 = 1533, 4-7 = 173, 5.7 =-356 NOTES (6-5) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AVSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. pt LOAD CASE(S) Standard No. 4 5161 y STATE OF ° R I'DU OVAL March 1312002 WARNING - VerVy desfyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and baded verticolly. Applicability of design patometers and propel Incorpotat on of component is tesponsiblllty of building designer - not truss designet. Btacing shown is lot lateral support of Individual web membets only. Additional temporary bfocing to Insure stability cduting consttuctbn is the responsibility of the elector. Additional permanent bfbcing of the overall shuctute Is th-s responsibility of the building deslgnet. Fot general guidance regarding fabtication, quality conftol, sfotage. delNery, election and bracing, consult OSP-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5B3 D' Onoftlo Drlve, Madison, WI53719. syr bds PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. mumbeDing sysftm J2 J3 J4 TOP CHORDS a a cc cc WEBS I0Cr0 Ocr uO 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. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO 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 1•CB 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® TM PANELIZ0CLIP FORM016,019 Gti A/VdVA1L Q OfMRO,AIR 11sGan( STa sagWy 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 joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, , erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype Oty Ply HO iON2 A JUNAIDIE BUDIMAN PE A--- 1 12177519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627. O tional) A - , - FL,Mi%k Industries,Inc. 4. 61 , 1 s Aug EO 2-0 1 MI e n ustnes, Inc. Wed Mar 13 08:51 age 1 1-0-0 , 6-2-12 1 1-8-0 15-6-4 19-8-0 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale = 1:36. 4x6 - 4 3x4 5 6.00 jT2- 2x4 = 3 2x4 II 6 9 5x6 = 8 2 3x4 01 3.00 FT2 3x4 c 3x4 ; 9-10-0 14-7-4 19-8-0 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL - 7.0 Lumber Increase 1.33 BC 0.70 Veft(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case 4) Max Uplift 2 = -597(load case 4), 7=-469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6.7=-146 BOT CHORD 2-9 = 2224, 8-9 = 1093, 7-8 = 977 WEBS 3.9=-558, 4-9=1175, 4-8=-106, 5-8=168, 5-7=-1343 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/A1gS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 9s B LOAD CASE(S) Standard . 0 :• STATE OF ° oRtoAs/ANAL March 13,2002 AWARNINO - Ver(fy design parunseters and READ NOTES ON THIS AND REVERSE 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 k>oded vertically. Applicability of design parameters and proper Incorporatl3n 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 tho responsibility of the building designer. For general guidance regarding fobrk:atlon, quality control, storage, delivery, erection and bracing, consult OS11•88 Quality Standard, DSB•87 Bracing Specification, and HIS-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate institute, 5b3 D'Onof to Drive, Madison, WI53719. symba s PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and seat. securely A„/e cr For 4 x 2 orientation, locate 0 X plates I/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 iCB 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. WWI el(asnev(d sag(Wy 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 Q joint and embed fully. Avoid knots and wane of 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. iN 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 stocks of construction materials. 14. Do not cut or alter truss member or plate - without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 HMRO,A/R Job uss russ ype JUNAIDIE BUDIMAN PE #,:5161 ty ly O1T289 A 16472 Segovia Cir. N. 12177520 DR2289A , A7 ROOF TRUSS Pembroke Pines, FI 33331 -4627. 1 1 optional) A -S A ,- LONGWOOD, FL, MI ek Industries, nc. 4. 01 ;;>` 1 s Aug 20 01 MI ek Industries, Inc. Wed Mar 1 1 : 6_ 2-OU2 age 1 1-0-0 3-9-4 7.0-0 11-8-0 16-4-1 19-6-13 23-4-0 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale 1:42.1 5x8 - 2x4 II 5x8 = 4 5 6 6.00 1 F 2x4 2x4 i 3 7 8 2 _ d' Ig 3x8 = " 10 9 3x8 - 3x4 = 5x8 - 3x4 = 7-0-0 1 1-8-0 16-4.1 23-4-0 7-0-0 4-8-0 4-8-0 6-11-15 Plate Offsets -1 , 4:- -1, - -12n` C-71 =8=8,0-0-101, [9:: -1-1 -1•[10:0-4-0,0-3-01 LOADINC (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCIPL 10.0 Code SBC/ANS195 1st LC LL Min Udell = 360 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=135(load case 4) Max Uplift8=-1281(load case 4), 2=-1487(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 17, 2-3=-4228, 3-4=-4058, 4-5 =-4347, 5-6 =-4347, 6-7 = -4056, 7-8 =-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES (7-6) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/AIVS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or required to load(s) 602.71b down 724.81b 16-4.1, B Qconnection(s) support concentrated and up at and s9603.21b down and 725.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 1 `r' 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 4(, 1 ,•j f" LOADCASE(S) Standard 7k i0 4J 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) 10 yt Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2.11=-20.0, 9-11=-43.3, 8-9=-20.0 - :• t Concentrated • OFLoads (lb) 0 STATE • ( Vert: 11=-603.2 9=-602.7 March 13,2002 AWVARMNO - VerVy design parameters and READ NOTES ON TR7S AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded verticalty. 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 temporaty bracing to Insure stability during conshuctlon is the responsibility of the erector. Additional permanent bracing of the overall structure is tho responsibility of the building designer. For general guidance regarding fabrication, quality control, storage- deMery, election and bracing, consult CSI.88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Recommendaflon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. symbds 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. A,. 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of 0. 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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 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. El MiTek® 4W(anard sav(Wy H(Wes 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 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. FORM018.019 MYORO,A/R Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 22$9 A 12177521 Df 2289A A9 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331.4627. 1 1 optional) A CU-S A - 4.2U1 SR1 s Jan 2 2002 MiTek Industries, Inc. Tue Mar 12 1age 1 1- 0-0 4-9-4 9-0-0 14.4-1 18-6-13 + 23-4-0 1- 0-0 4-9-4 4-2-12 5-4-1 4-2-12 4-9-3 Scale = 1:41.7 4x6 = 4x8 = 4 5 6. 00 12 2x4 2x4 i 3 6 n v d 7 2 fill 1 a 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9. 0.0 14.4-1 23-4-0 i + 1 9- 0-0 5-4-1 8-11-15 Plate Offsets ): -4, -=0;0=3=0 LOADING ( psf) SPACING 2.0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7.8 >999 BCLL 1.1.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D --OP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 163(1oad case 4) Max Uplift 7 = -556(load case 5), 2=-720fload case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1,'72 BOT CHORD 2-9 = 1568, 8-9 = 1295, 7-8 = 1567 WEBS 3-9 = -317, 4-9 = 286, 5-9 = 0, 5-8 = 285, 6-8 = -316 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 75 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 c n 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) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p v l G [71 Q/ 1 t = No, 4 5161 ,t STATE OF O R 10A', saniaL March 13,2002 A WARNING - VerVy deetyn pa air wters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectots. this design Is based only upon paramelers shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicability of design poiameters and piopet Incoipotall>n of component Is,tesponsibluty of building designer - not truss Mi! deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary biocing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is thu responslbBlty of the building designer. For general guidance tegording fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quallly, Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® HandlingInstalllnqandBracingRecommondatlonavailablefromTrussPlateInstitute, Sa3 D'Onof to Drive. Madison, WI53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 to,1'4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 JaEE TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachao other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate G , 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations, truss and vertical web. Fo a 4. Unless otherwise noted, locate chord splices ca, C? C6 o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MtTek/Gang-Nall Joint/Plate Placement Chart. 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 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® T~ PANEL CLIP FORM018,019 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 1 russ Truss Type JUNAIDIE BUDIMAN PE 1/45161 Oty Py OPITON 2289 A 12177522 DR2289A AGAB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-z•627. 1 1 opt ona AC LOhTGVW00 4.201 R 1 s Jan 2 2002 MI rek Industries, Inc. Tue Mar 12 1 age 1 1.0.0 1 5-2-4 9-10-0 14-5-12 19.8-0 20- r 1T I 1-0-0 5-2-4 4.7.12 4-7-12 5-2-4 1-0-0 Scale = 1:37.3 4A = 4 6.00 F12 3 5 62 _ rl ff o 3x4 = 8 3x4 = r 9-10-0 19-8-0 9.10.0 9-10-0 Plate Offsets 1: E3:04 0,0-3=0TI18:0=0=0,0=0-01-(18 0=01110=0T—TT9 b-0=0—r7=0=0T 2 6 b=0-0=0=01[21:0-0-0,=0=0 1 2:0=00,0-0- 1 123 0-0-0, - — , 24:0-0-0,0-0-01,125:0-0.0,0-0-01,126:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 VertILL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D --OP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS Ilb/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2 = 161(load case 4) Max Uplift 2 = -587(load case 4), 6=-587(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3-8 = -360, 4-8 = 531, 5-8 = -360 NOTES 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 75 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 cn an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end %erticals 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. it p 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. * r-` Qt E LOAD CASE(S) Standard • G`P l q i No. 4.5161 i Aoc 0 : SPATE OF s .., oRtoa t&WARNING - Verj%y design parameters and READ NOTES ON THIS AND REVERIE SIDE BEFORE USE. Design valid lot use only with Mltek connectors. This design is based only upon patomehsrs shown, and is for an Individual building component to be Installed and loaded vertically. APPIIcablllty of design parameters and proper Incotpotatk.n of component is responsibility of building designer - not truss designer. Bracing shown is dot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure is the responslbillty of the building designer. For general guidance regarding fabricafbn, quality control, storage, dellvety, erection and bracing, consu8 OST•88 Quality Standard, 0SB-89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Ctnof to Drive, Madison, Wi 53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nall Jolnt/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c: c3 o WEBS J5 Q oCco O O a ce v u 0O 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 LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke TM PANEL CLIP FORM018.019 W HMRMAIR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, . erection and installation of trusses. 1993 Mitek Holdings, Inc. o 1 fuss 1russ lype JUNAIDIE BUDIMAN PE #45161 ty Ply 89 A 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627. 1 optional) ACCU-SPANI- MI e c Industries, Inc. 4.201 :i 1 s Aug 20 2001 MiTek industries, Inc. ed Mar 13 68- Page 1 11-0-9 6-10.8 13.5-8 20-4-0 r— 1-0-0 6-10-8 6-7.0 6-10-8 5x8 i: 73x4= Scale = 1:56.7 6.00 F £ 6 11 A''redge 5x6 i 0 5 yr 5x6 4 v 4 B 2x4 II 3 9 3x8 3.00 j tT 2 10 1 5x6 3x4 i a — 3x4 4 4x6 II 6-10-8 13.5.8 20-4-0 6-10.8 6-7.0 6-10-8 Plate 0ffsets -1 4: - -4 , 0=3=0=3-4T-f6:0=3=3 E:d q e 1, 10707T—Y -Y-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL • 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min Udell = 360 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (Ib/size) 6 = 988/0-3-8, 2 = 1030/0-8-0 Max Horz 2=853(load case 4) Max Uplift6=-826(load case 4), 2=-465(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4.5=-1273, 5-6=-1263, 6-11 = -10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 6-5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 argle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 1 rr!! 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. t 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard t : . Plo. 4 516i STATE OF sS NAL• March 13,2002 AWARNINO - VerVy deefyn parameters and READ NOTES oNTAl3 AND REVERSE SIDE BEFORE USE. Design valid for use only with Milek connectors. This design Is based only upon parameters shown, and Is fof on individual building component to be Installed and loaded vetticolly. Applicability of design parameters and proper Incorporation of component Is tesponsiblilty of building designer - not truss designer. Bracing shown Is lot lotetal support of Individual web members only. Additional temporary bfacing to Insure stability during condructlon Is the tesponslblllty of the erector. Additional permanent bacing of the ovetaU structure Is thv iesponslbUlty of the building designer. For general guidance tegaiding fabfkatlon, quality control, storage, delivery, erection and bracing, consuB OSI•88 Quality Standard. DSB•89 Bracing Specification, and HIS•91 M iTek® Handling Installina and Bracing Recommendaflon available from Truss Plate Institute, 593 D' Dnoftlo Drive, Madison, Wd 53719. syr bds 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 O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. NMMb8Vhg 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 MITek/Gang-NallJoint/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. WIN MiTeke J ANG(a end S&Wy Noes 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. 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. FORM016,01 V NMRO,A/R o russ truss type Oty Ply OON 2289 A JUNAIDIE BUDIMAN PE d'45161 12177524 DR2289A 131 ROOF TRUSS 16472 Segovia Cir. N. 16 1 Pembroke Pines, FI 33331-4627. optional) 1MiaInustries, Inc. 4. 1 .' 1 s Aug 1 MI e n ustries, Inc. Wed Mar 1 08 69 2OM age 1-0-q 5-7-13 , 11-0-3 16-8-0 1-0-0 5-7-13 5-4.5 5-7-13 5x8 0 7 3x4= Scale 1:45.7 11 w/wedge 6 6.00 [T2 2x4 II 5 a 5 x 6 i 4 8 2x4 II 3 9 C 3x8 3.00 fT2 oy 2 3x4 5x6 i 4x6 II 5-7-13 } 11-0-3 16-8-0 5-7-13 5-4-5 5-7-13 sets 4:0=3 0=3 01-:0== 1 ate d g e 0= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL ' 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2-11.12 REACTIONS (lb/size) 6 = 816/0-3-8, 2 = 857/0-8-0 Max Horz 2 = 707(load case 4) Max Uplift6=-681(load case 4), 2=-392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOT CHORD 2-10=1644, 9-10=1641, 8-9=0 WEBS 4-10=110, 4-9=-687, 5-9=-399, 6-9=1327 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 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 a;(ist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 argle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside bearing first 17oftopchordanddiagonalorverticalwebshallnotexceed0.500in. 1 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard I" No. 4 5161 16. STATE OF t sai. March 13,2002 A WARNING - Ver{jy deefyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporot on 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 responsiblllty of the erector. Additional permanent bracing of the overall structure is th,s responsibility of the building designer. For general guidance regarding fabrication, quality control, stotoge, cfeliveiy, election and bracing, consult CS1'•88 Quality Standard, 058-89 Bracing Specification, and NIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrla Drive. Madison, Wl53719. symb s PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All '/e„ For 4 x 2 orientation, locate plates 1/811 from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular Plating format refer to the b „/, IV 1 Vcalll Vlll VIIV 11. Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS JS oCl cr o O rl y+ u 2 O U a ce a ce 0O BOTTOM CHORDS J1 18 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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" o continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM FORM018,0196-L CLIP HYDRO -AIR dGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is 11 a rca-Nuillsiuility of truai iULit iuulur. 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 ITruss Truss Type JUNAIDIE BUDIMAN PE p45161 ty y 12177546 DR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale .2 4.24 rTT 3x4 3 2 HU 7 8 5 2x4 11 3x4 = 2x4 - 5-2-5 9-10-13 r 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL . 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 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 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-206(load case 3) FORCES IN - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = -943, 3-4 = 76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3-7=166, 3-6=-942 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. f LOAD CASE(S) Standard `DIE 13 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 _..•••••••••.,• Uniform Loads (plf) t' Vert: 1-2 =-74.0 , •:G`P IF 1 Trapezoidal Loads (plf) Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=49.5 NO 4 j161 V i . 7a ' s S7'A E OF NA1. March 13,2002 A WARMNO - Verj k deriyn pasamrten and READ NOTES ONTffi8 AND JWV6RW SIDE 1116FORE USE. r_ss Design valid for use only with MITek connectors. lhb design Is based only upon parameters shown, and If for an Individual building component to be Installed and loaded vert"ItV. Applicability of design parameters and proper tncotporatlon of component is responslbittty of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent taNcing of the overall structure b the responslbulty of the building designer. Fog general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 CST -be Quality Standard, DSB-89 Bracing Specification, and HID-91 M iTek® Handling Instolllna and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrlo Drive, Madison, Wl53719. s ymbo s PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, Numb ring System J2 J3 J4 TOP CHORDS U c3 cc J5 o _ o O a O U a ce cr ce Or BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRak/Gana_Nnil Inln4/pinio Dln erNnn r`1 C.r FA RTH EST 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. 4010 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM PANEL CLIP FORM018,010 GANG-tin1L Q) HYORID,A/RO Gen ral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chard splices 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. 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 fh^ uiiit of tiva fu UIII.UIVI. VCI ICIUI 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 uss I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1 Pembroke Pines, FI 33331-4627. o tional) ACCU-SfPAN-T LONGW OD, FL, MiTekIndustries, Inc. s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 2-6-0 1-0-0 2-6-0 2x4 II Scale 1:8. 3 6.00 jTY 2 X 2x4 = 4 1 2x4 II 2-6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.02 Vert(TU 0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=191/0-1-8, 4=108/0-1-8 Max Horz 2 = 139(load case 4) Max Uplift2 = -1 28(load case 4), 4=-94(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSIlTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ` 1 13 t No. 4.5161 STATE OF ass/o toa ANAL March 13,2002 Awvmmm - vert& design parameter and READ NOTES oN rms AND RE VERSE SEDE BEMRB I=. 0 Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is lot an individual building component to be Installed and loaded vertically. APplicabUlty of design parameters and proper Incorporation of component is responslblBfy of building designer - not truss designee. Bracing shown is for bteral support of Individual web members only. Additional temporary bracing to Insure stabWty during construction is the responslblllty of the erector. Additional permanent brbcing of the overall structure is the responslbWty of the building designer. Foe general guidance regarding fabetcation, quality control, storage, delivery, erection and bracing, consult QST-BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available ham Truss ROfrb PlateInstitute, 583 D•noDelve, Madison, wl 53719. symbds PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular Plating format refer to the MITek/Gana- Neill .InInf/Plnfa pine-omnnf e`hnrf PLATE S12E The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Iml m MiTeke G n ral Safety Notes 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 01 joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is tFie rncr %nnciF,M+„ of +r.wc +r....tvr v•• ••l 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 0",'r-~"1U` ® HYDRO,A/R O Job uss truss I ype JUNAIDIE BUDIMAN PE A45161 ty y 12177544 DR2289A MA r ROOF TRUSS 16472 Segovia Cie. N. Pembroke Pines, FI 33331-4627. 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug I a n ustries, Inc. Wed Mar age 1-0-0 1-0-0 2 Scale 1:5.7 6.00 F1-2- 1 rb d 3 2x4 - 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL . 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min Well = 360 Weight: 3 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.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3 = 10/Mechanical Max Horz 1=42(load case 5) Max Upliftl=-16(load case 5), 2=-45(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1-2=14 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/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 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1p-E 13 I No. 4.5161 SITATI E OF ° ss NAL March 13,2002 AWAJLWNG - ver{fy design pasamtters and DEAD NOTES ON 11M AND REVERSE SWE BEFORE USE. Design valid tot use only with Mfiek connector. this design Is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design pofametets and proper Ineotporotlon of component Is responsibility of building designer - not truss designer. Bracing shown Is tot loteial support of individual web members only. Additional temporary Waclng to Insure stablilty duting construction Is the tesponsiblllty of the ereetot. Additional permanent bfbeing of the overall structure Is the responsibility of the building designee. Fot general guidance tegatding fobtloatlon, quality control. storage, delivery erection and bracing. consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available tram Truss Plate Institute, 593 D'Onceftb Delve. Madison, Wl53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate T 3 ,, o joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 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. For tabular plating format refer to the MITek/Gana-Nall Joint/Plate Plncamant rhnrt PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 0 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke HYDRD,A/R O 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 ie ir%e Of irk , fO!D.,:: "*• ^a.^." practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, ` TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job uss I russ I ype JUNAIDIE BUDIMAN PE A45161 ty y 12177543 DR2289A ROOF TRUSS 16472 Segovia Cir. N. 3 1 i rM Pembroke Pines, FI 33331.4627. optional) ACCU-SFAN-TH, LONGW OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale 1:5.7 6.00 (T£ 2 4 1 2x4 - 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL i 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(TU -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st 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) 3 =-1 1 /Mechanical, 2 = 173/0-4-0, 4 = 10/Mechanical Max Horz 2 = 71(load case 4) Max Uplift 3 = -31 (load case 5), 2=-150(load case 4) Max Grav 3 =31(load case 4), 2 = 173(load case 1), 4 = 100oad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1E 13 into. 4.5161 O : STATE OF ANAL March 13,2002 AWARMNG • VetW design parasnetters and READ NOFES ON TWS AND REVERSE SWE Elff"RE USE. Design valid for use only with MITek connectors, ihb design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. ApplicabBBy of design parameters and ptopet Incorporation of component Is responsibility of building designer • not truss designer. Biocing shown Is lot lateral support of Individual web membets only. Additional temporary brackg to Insure stability during construction b the tesponslbiBty of the eteetot. Additional petmonent bracing of the overall structure Is the iesponsR>mty of the building designer. For general guidance regarding lobrloallon, quality control, stotage, delivery, erection and btactng, consuff QST•88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTe k® Handling Installing and Bracing Recommendatlon ava0Pl ablefromTrussate Institute. 583 D'Onofrlo Drive, Madison, WI53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property B J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 C73 2. Cut members to bear tightly against each other. 0 WEBS J5 3. Place plates on each face of truss at each Far 4 x 2 orientation, locate 3 0 Q joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices 114oat panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gana-Noll Joint/Plate Placement Chnrt PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 0 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N WWI HYDRD,A/R O 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is tho rccnnn0-,i1it„ of #rl — fcbricctcr. Genarol practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. - 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177542 DR2289A , LA ROOF TRUSS 16472 Segovia Cie. N. 1 1 Pembroke Pines, FI 33331.4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc.. Wed Mar age 3-0-0 3-0-0 2 scale = 1:9.9 6.00 rTT 1 3 2x4 - 3-0-0 , 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a n/a M1120 249/190 TCDL , 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 120(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 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 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p E B(lp t No.45161 o STATE of ssoNAL • March 13,2002 4&WARMO - v rW design pasartseB.ers and P&W NOTZS ON TMS AM REVERSE Sena DEMIM USB- all Design valid tot use only with MRek connectors. This design Is based only upon parametea shown, and Is for on individual building component to be Installed and boded vertically. Applicability of design parameters and ptopef Incotporatlon of component b eesponsiblilty of building designer - not truss designer. Bracing shown Is foe latetaf support of Individual web membets only. Additional temporary bracing to Insure stability during construction Is the tesponslbiflty of the erector. Additional petmonent brbcing of the overall structure Is the tesponslbilly of the building designer. Foe genetal guidance tegarding fabrication, quality control storage, delivery, erection and bracing, consult QST-66 Quality Standard. DSS•69 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Roconemtendatlem ova0ffb ablefromTrussPlateinstitute, 663 D'OnoDelve, Madhon, w163719. symb s PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gana-Nall Joint/Plata Planamon+ rhnrl Numbering System J2 J3 J4 TOP CHORDS C3 WEBS J5 cc Occ o U u N O 0. O a ce v cb r0 BOTTOM CHORDS J1 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORMOI 8,019 aaN6-nuu QR HYDRO -AIR Gen ral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and IC tho rcennnciF-ilifi, of 4r rc fcbricctcr. Goneral 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 stocks 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. O rusS I ruSS Ype JUNAIDIE BUDIMAN PE p45161 ty y 12177541 DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 r Pembroke Pines, FI 33331.4627. optional) MiTek Industries, Inc. s Aug 20 2001 MiTEkIndustries, Inc. Wed Mar age 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:9.9 6.00 jiT 2 4 1 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb L(JMBER 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical Max Horz 2 = 133(load case 5) Max Uplift3 = - 1 23(load case 5), 2=-142(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 0E13 J V, iFirrqdell t No. 4.5161 ,k STATE OF 1. March 13,2002 A WAJLVNfs - Ver(& design pammertery and READ NOraS ON THIS AND REVERSE SMS 109"RE USE. Design valid for use only with MlTek connectofs. this design b based only upon parameters shown, and b for an Individual building component to be installed and loaded vertically. Applicability of design parameters and pfopei Incorporation of component b tesponsibmy of building designer - not truss designer. Bracing shown b lot lateral support of Individual web members only. Additional fempotary bracing to Insure stability during construction Is the responsibility of the ereetof. Additional petmonent br>Scing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality contfot storage, delivery, election and bracing, consult CST-bs Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installlna and Bracing Recommendation available hom Truss Plate Institute, 593 D'Onohle Drive, Madison, Wl53719. symb s PLATE LOCATION AND ORIENTATION 1'A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the TCk,C-an9 Na!! 1_I i 1"1Q1_ AID_ • L .J v „b-I•VIIYVII II/r VIV rwMO111C111 Cu PLATE SIZE Numbevhg syOem J2 J3 J4 TOP CHORDS c7 a J5WEBS cco _ o U V n' 3 ; O a _ O U a ce c? cs r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40 11 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016,010 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTek® O PANEL TM CLIP GAJ IG UR HYDRO -AIR Gen ral Sa=y Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and i5 11I6 1tv5pUI ibiui ly ul huss iuuticaior. heneroi practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177540 DR2289A Kf1 . ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTEkIndustries, Inc. Wed Mar age 5-0-0 5-0-0 2 Scale 1:14.7 6.00 FiT 1 3 2A = 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 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Horz 1 = 199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ptE !3!!D N0. 4 516i 0'.• STATE OF •ram s%Hai:'. March 13,2002 A WARNING - VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE SE"RE use. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is fa an Individual buSdIng component to be Installed and boded vertically. Applicability of design parameters and proper Incorporafbn of component is lesponsR>mty of bultdIng designer - not truss designer. Bracing shown is for lateral support of IndNlaual web members only. Additional temporary braelrsg to Insure dob0ty during construction is the iesponslbSlty of the erector. Additional permanent bracing of the overall structure is the iesponslb®ty of the building designer. For general guidance regarding fabrication, qua Sty conhol st iage, delivery, erection and bracing, consult QST•88 Quality Standard, DSS•89 SrocIng Spectflcatlon, and XIS-91 M iTek® Handling Installing and tracing Recommendation ovallabb b MfromTrussPlateInstitute. Sa3 D'OnohDrive, ocilson, WI63719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property B 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2c3 other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 L. joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chord splices C, o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRw4/rnnn_Nnrr Inrn4/Dr._te P!acement Chart. a PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Nil MiTeke tm.@ HYDRO -AIR 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 cr.. Iv.l.i1 f +ivai fu,- i,uI vciicio 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, nrM erection and installation of trusses. NE © 1993 Mitek Holdings, Inc. Job russ russ Type JUNAIDIE BUDIMAN PE #45161 ty y 12177539 DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331.4627. optional) MiTek Industries, Inc. 4.201 SR1 s At g fed Mar age 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = t:la.s 6.00 j-1F 2 t 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 0.44 Vert(LL) n/a n/a M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 0.10LWB Vert(TL) 0.09 1-2 > 157 BCLL 0.0 Rep Stress Incr NO 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2 = 327/0-4-0, 4 = 48/Mechanical Max Horz 2 = 212(load case 5) Max Uplift3=-215(load case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 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 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/fPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard INVE 113 D l No. 4.5161 0 : STATE OF a r4 Al oR1oa ff,,.VVfrf. N.` c- March 13,2002 A WARNING - VerW design pammieters and READ NOTES ON THIS AND REVERSE SWE BAMRL USE. Design valid tot use only with MITek connectors. This design b based only upon parameters shown, and h for on IndMdual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorpotatlon of component is responslblBty of bu8ding designer - not truss designer. Bracing shown is lot beamf support of Individual web members only. Additional temporary bracing to insute dabBlty during construction is the tesponslbiiity of the elector. Additional permanent bracing of the overall structure is the tesponsibmty of the building designer. For general guidance regarding tobdcalbn, quality control, staage, delivery, erection and bracing, consult QST•88 Qualify Standard, DSI.89 Bracing Specllbatlon, and HIB-91 M iTek® Handling Installing and Bracing Recommendation ova8b RabfromTrussate Institute, 593 D'Onofrb Drive, Madison, WI53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/e„ J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachac3 other. cr WEBS JS 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 a:joint and embed fully. Avoid knots and wane plates 1 /8 from outside edge of a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gana-Nefll _Inlnf1Plnfss Plne-ornnnf 1`h_rf PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401" o continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,010 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N t MiTekoo 0 HYDRO -AIR O 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 fhe rccnnnciF Hi+y of +r rr +cbricctcr, Canerol practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ I russ I ype JUNAIDIE BUDIMAN PE k45161 ty y 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cit. N. 6 1 Pembroke Pines, A 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTEkIndustries, Inc. Wed Mar 1 age 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:19. 6.00 Ff2- 2 1 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2 = 291(load case 5) Max Uplift3 = -305(load case 5), 2=-1670oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 5-4) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ry No. 4 5161 bb V ' STATE OF OR10 ANAL March 13,2002 A WARMNO - Ver(& dedyn pan Inwile" and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b lot an Individual building component to be Installed and loaded vertically. AppltcabBlty of design parameters and proper Incorporation of component Is tesponslbWty of building designer - not truss designer. Bracing shown b lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btbcing of the overall structure b the tesponslblIty of the building designer. For general guidance regarding fabrication, quality controt, storage, delivery, election and bracing. consult CST-W Quality Standard, DSB•89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate institute. 593 D'Onofrb Drive, Madison, Wl53719. symbds PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Ye„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mrrek/Gana-Nall Jnln4/phis. Pleve-ams.nt r-k^r# PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 cc o_ o3 K, ; i rt U O 0. y+ u = O U a ca c u r0 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. 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. 401, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke TM PANEL CLIP FORMOl B4O19 aA2YG- L HYORD,A/R® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is hti rp cr n ivili#„ of irk n Fu h.i.... F... /"... -..I 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 rus Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 12177529 DF(2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) s Jan 2 2002 mirekIndustries, Inc. Tue Mar age e-0 4-6.0 9-4-0 10.4-0 1.0-0 4-e-0 4-8-0 1.0.0 Scale = 1:19.3 4x6 = 3 6.00 12 2x4 11 2x4 11 4 2 5 la 2x4 11 6 2x4 11 2x4 = 2x4 II 2x4 = 441-0 9-4-0 1 4-8-0 443 -0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 > 999 BCLL '0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP SHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT HORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 511 /0-8-0, 4 = 51 1 /0-8-0 Max Harz 2=-92(load case 5) Max Uplift 2 = -326(load case 4), 4=-326(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 =-424, 3-4 =-424, 4-5 = 17 BOT CHORD 2-6 = 372, 4-6 = 372 WEBS 3-6=87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. i G LOAD CASE(S) Standard ,.` p P IF/C;. r' No. 4.5161 0'. STATE OF 1. o,* March 13,2002 AIVARMWO - VerM deetyn parameters and READ NUMB ON TRTS AND REVERSE SWE BEFORE USE. 0 Design valid tot use only with MITek connectors. This design b based only upon parameters shown, and b tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and ptopet Incotpotatlan of component b tesponslblBty of building designer - not truss 14! deslgnet. Bracing shown b lot lateral support of individual web members only. AddBbnal tempotory btacing to Insure stability duting construction Is the responsibility of the etector. Additional petmonent bracing of the ovetall structure Is the tesponslblilty of the building deslgnet. r-or general guidance regarding fabrlratbn, qualify control stooge, delivery, erection and btacing, consult CST-W Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® gHandlinginstallinand Bracing Recommendallonovallabb m froTrussPlate Institute, Sea D'Onohla Olive, Madison, WI53719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 1/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/8 4 J2 J3 J4 TOP CHORDS owner and all other interested parties., C7 2. Cut members to bear tightly against each other, Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate n a ,, Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of a at joint locutions. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I ca C, o at /4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the ru1ITsL/ f...._IJ tI Ic!-4,1D!v v MaG'"'l. •-_•, ••a • vnwrn rnVn. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 401"" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N MiTeke HYORD- AW 0 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 1 is 1-c3-NO1-1511blMy of tiuss tubiicuiur. venerai practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. rEL © 1993 Mitek Holdings, Inc. Job uss russType JUNAIDIE BUDIMAN PE #45161 ty y 12177528 DR2289A E 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331.4627. 2 1 optional) MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale - 1:19. 4x6 = 3 6.00 rff 17 OP 2 5 Jd 1 3x8 = 3x8 = 8 7 8 2x4 II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 >295 M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 >298 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 517/0-1-8, 6 = 517/0-1-8 Max Horz 8=-92(load case 5) Max Uplift8=-400(load case 4), 6=-400(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-171, 3-4=-171, 4-5=33 BOT CHORD 2-8=69, 7-8=69, 6-7=69, 4-6=69 WEBS 3-7=-206 6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOADCASE(S) Standard 13++Q j_ i." No, 4.5161 STATE OF rr A% s• o. toa S NA•• L March 13,2002 Awmmm - vert& deelyn parnmeterst and R&w xoms oN rms AND R9v3Rse sma BEMIM USE. ® Design valid for use only with MITek connectors. This design b based only upon parameters drown, and b for an IndMdual building component to be Installed and loaded vertically. AppOcabllfy of design parameters and proper Ineaporatbn of component b msporlstbMy of binding designer - not truss designer. Bracing shown It for lateral support of IndNldual web members only. Additional temporary boctng to Insule stability during construction Is the responslbOlty of the erects. Additional permanent brbckrg of the overall structure b the responsm011y of the building designer. For general guidance regarding tabrkallon, qualty control, staage, delivery. erectl n and bracing, consul OST-w Cuattly Standard, DSI.89 hating Spectneatlon, and HIS-91 M iTe k0momTrussPlatetnsllute, 883 D'Onoab DrNe, Madison, Wl63719. Handling Installing and Broctng Recommendatbnfro symbols 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. A„ Ye„ 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a truss and vertical web. o This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MlTelr/Gone-Neill _Inlnf/Plnfo Dlnnomnnf rti-r+ Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke O MAWG ® HYDR0,4/R O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o 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. 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 rccr. sbilifi, of f.cbriccllcr v practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. o russ I russ ype JUNAIDIE BUDIMAN PE p45161 Y y 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331.4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001-MiTek Industries, nc. Wed Mar age 16-8-0 1-0-0 16-8-0 2x4 II Scale 1:47.0 1110 2x4 p 9 2x4 n 6.00 FTY 8 20 p 7 2x4 II 8 2x4 II 5 2x4 II Sx8 i 4 3 2 1 30 - 2x4 II 2x4 II 2x4 II 2x4 11 2x4 II 2x4 II 5x6 - 2x4 II 16-8-0 16-8-0 Plate Of sets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 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 0.03 Vert(TL) -0.00 10-1 1 > 891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13=185/16-8-0, 12 = 89/16-8-0, 14 = 190/16-8-0, 15=188/16-8-0, 16=187/16-8-0, 17=190/16-8-0, 18=178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13 = -1 50(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case 4), 18=-153(load case 4), 19=-236(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=38, 3-4=-38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12=-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 I 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 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) 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" ` D1 31 Gable requires continuous bottom chord bearing. 13LJ 4) Gable studs spaced at 2-0-0 oc. 5) Provide bearing 150 lb 13, 69 lb •Fj'Li'• mechanical connection (by others) of truss to plate capable of withstanding uplift at joint J , uplift at joint 12, 162 lb uplift at joint 14, 158 lb uplift at joint 15, 158 lb uplift at joint 16, 160 lb uplift at joint 17, 153 G(, lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANS11TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. * N0, 4•5161 LOAD CASE(S) Standard ; p 0` iAiE OFO; • A%% OFitQ*' ss oNA1. March 13,2002 AIVARNINO - Ver(fy design parameters and READ NOTES ON TBTS AND RET/ERSE SWE BEFORE USE. Design valid for use only with Mgek connectors. This design is based only upon parameters shown, and is for an tndNlduol building component to be Installed and loaded vertloaty. AppBcabNty of design parameters and proper Incaporation of component is responslbelty of building designer - not truss designer. Bracing shown is fot lotetal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblety of the etector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance tegarding fabtloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Oualtty Standard, OSt-89 tracing Spectfleallon, and HIS-91 MiTek® Handling tnstalllna and trolling Reeommendallon ovatlom blefroTrussPlate Institute, 583 O'Onoelo DrNe. Madison, W1537119. symaos Humbevhg sy0em ALGenev(d SWWY dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property IA * Center plate on joint unless Damage or Personal Injury 17-71 dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property A„ 1/8.. J2 J3 J4 TOP CHORDS owner and all other interested parties.. c a 2. Cut members to bear tightly against each other. cr WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate k a ,, a:joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of a a at joint locations. truss and vertical web. as 4. Unless otherwise noted, locate chord splices ce Cl o at I/4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gana-Nail Joint/Plata Pleiramant r'hnrf PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FOR M018.019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® Z'{ 0 HYDRO -AIR O 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 thin rcennnciF ili+%t of +ri — fabricctc( Gc, ;Crulram• 7 practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job uss russ Type JUNAIDIE BUDIMAN PE 945161 ty y 12177526 DR2289A , BBGAB 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, A 33331.4627. 1 1 optional) I e Industries,Inc. sAug r e n ustnes, Inc. Wed Mar age 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale 1:26. 4x6 = 4 2x4 11 2x4 II 6.00 FTY 3 5 7 5x6 = 6 2x4 II 2x4 II 2 3x4 G 3x4 1 3x4 4 3x4 C 3.00 FIT 4x6 II 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6=-363(load case 51, 2=-455(load case 4) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1 125, 6-7 =1125 WEBS 4-7=690 I 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer p1Di 13 should verify capacity of bearing surface.,..•••. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. i.• vG• 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8 THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. t NO.4.5161 LOAD CASE(S) Standard eon +• 61'AiE OF °t•_ S%.ORIOA.f March 13,2002 AWARMNO - Veryk des4n parameters and READ NOTES ON TMS AND REVERSE SIDE DEPORE 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 boded vertically. Applicability of design pgrameten and proper Inoapwatbn of component b tespons0i of building designer - not hues designer. Bracing shown Is fa btetal support of Individual web members only. AddBbnal temporary Wacing to Insure stability during construction It, the responslblSty of the erects. Additional permanent brbcIng of the overall structure Is the nesponslbmly of the building designer. For general guidance tegording fobtbalbn, quality conhol, stotoge, delivery, erection and bloctng, consull QST•BE Quality Standard, OSB-BV Brocing Specification, and HIB-ill MiTek® Handling Installing and Brocing Recommendatlon available floor Truss Plate Insthute, 583 D'Onohb Drive• Madison, WI5371 V. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property B J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachC7 other. ir WEBS JS 3, Place plates on each face of truss at each For 4 x 2 orientation, locate h joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices ce C, o at /4 panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/ Gana-Nall Joint/Plate Placement rhnrt PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401" o continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N MiTeko O , HYDRO - AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the rncnnnciF,ilih, of #r wc fcbr,cct : C-Gnarol practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses, PANEL © 1993 Mitek Holdings, Inc. CLIP I truss I russ Type JUNAIDIE BUDIMAN PE #45161 ty y 12177525 DR2289A BB 16472 Segovia Cir. N. ROOF TRUSS 1 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 , 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 6.00 FTY 3 5 7 5x6 = 6 DD 2 3x4 0 3x4 3x4 G 3x4 3.00 FT2- 4x6 II 3x8 It 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets[6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL ' 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 list LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 = 130(1oad case 4) Max Uplift6=-363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1 125, 6-7 =1 125 WEBS 4-7=690 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 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) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 4hi Ile uplift at joint 2. g51Thistrusshasbeendesigned with ANSI/TPI 1-1995 criteria. EDi 13 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No. 4 5161 ' ,k STATE OF ° lye c•.,'- S NAL March 13,2002 A WARMNO - VerW design parameters and READ NOTES ON TR7S AND REVERSE SIDE BEFORE USE. Design valid tot use only with Mifek connectors. This design b based only upon parameters shown, and Is tot an Indivdual building component to be Installed and boded vertically. Applicability of design parameters and proper Ineotpotatbn of component b tesponslbOy of building designer - not hues deslgnet. Bracing shown Is for latetal support of Individual web members only. Additional temporary bracing to Insure dablilty during condructbn b the tesponslbBlly of the erects. Additional permanent btacing of the overall structure b the tesponslbmty of the building deslgnet. For genetol guidance regarding tabrlcalbn, quality control, storage, delivery, erection and bracing, consult OST-!a Guattly Standard, DSI.89 Iractng SpecUbatlon, and HIB-91 M iTek® Handling Installing and Irocing Recommendation available from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI53719. CD I 0 I LO d- il 0 I O I cu Lo 1-4 1ST FLOOR BR G, @ 8-0-0 o N. r J J J 111 riwoSil I T23 T23 i T23i T23 U C] T23 a a T23 n T18 f(' i-may Fu19- T19 Y CO w rya T19 I i o T 19 LL i c T19 NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDE i T19 TT19 9-4-0 15-0-0 5-4-0 19-8-0 TRIM IT FLOOR SYSTEM I VdAf 1I IC: ALL BEARING WALLS TO BE PLACED I I CTIC REVIEW ALL SPAN DIMINSIONS--BRG. WALLS I IUT FACE MT 1 I I 1 PRIOR TO SETTING TRUSSES.. d. d MIT TOF/MT IENCINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. 1 SPC SIGNED APPROVAL: Xi----------------- - I CCU SPAN JOB NUMBER: DR2289` :- DATE: Qv. CUSTOMER: D.R. HORTON407-321-144 800-330—a0o8 BY:Du JOB NAME: 2289 I I 0 I Lf d' FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE 4-, FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: Permitting Office: City, State :'>C t j'F1 Permit Number: Owner: 1, Q . "c2TOtil Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear -tingle pane 259.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) 11 _ c. N/A b. Raised Wood, Adjacent R=1 1.0, 320.0ft' _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=1 1.0, 876.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=I 1.0, 330.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 fl' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: _W6L_ DATE: Lt I0h03 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaREti 2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 4 ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int InsUI, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As. -Built Points: 10225.1 Total linter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 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 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 1 15199 4828 13118 33145 PASS STq O. n µRli. OI Q, EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details w ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, enetiations 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 cavi 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. AA-92 OTHFR PRF4CRIPTIVF MFORI IRFS /mutt ho mat nr axr-aarlarl by all racirlone-ac 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 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 & floor.; R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLA'Y CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2284 ft2 c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=I 1.0, 320.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) OFTttE Srg? in this home before final inspection. Otherwise, a new EPL Display Card will be completed = 0 based on installed Code compliant features. Builder Signature: Date: 1t Ifrr d Address of New Home: t; Zj P QX . City/FL Zip: SCtt}C ( , V NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or seethe 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. EnergyGaugeg (Version: FLRCSB v3.2) s RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 i6B COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project Information For: DR HORTON Notes: DR HORTON--MODEL 2289 Weather: Orlando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidity Moisture difference Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2284 2284 Volume (fta) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh 93 OF 75 OF 18 OF M 50 % 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % Sold/ltalic values have been manually oveMdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft RightSuite Residential"' 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCA E:1FilesM)R HORTON 20021228912289.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D E Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 Z9 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 W x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x 219 cfm x 32 `F Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 *F Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 125 cfm = 3692 Btuh Procedure D - Equipment 51zing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrnghtsoft Right -Suite Residential^' 5.0.64 RSR26016 2002-Mar-01 08:28:50 4CCi\ E:Tiles1DR HORTON 200212289X2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th td. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heaticool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg Clg ft') Htg CIg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 999 160 72 112 Exposed b 12C 2.9 1.9 971 0 0 0 walls and c 13C 3.2 1.2 330 0 56 0 partitions d 0.0 0.0 0 0 0 p e 0.0 0.0 0 11 0 0 f0.0 0.0 0 0.... 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 F!uating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 56.8 210 11919 7 381 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 01 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 t 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 9 Net a 14B 4.6 2.1 835 3848 1719 1521• 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 Cl 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 Co 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 297 7712 2479 7 182 58 0 0 01 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10°/ 3302 10% 166 10°/ 92 10% 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People ® 300 7 2100 0 0 0 0 1 300 Appl. ® 1200 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 27691 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 2769 10% 75 10°, 21 10°/ 247 19 Total RSH gain=(17+18)•PLF 1.00 30460 1.00 830 1.00 235 1.00 2720 20 Air required (cfm) 1600 1600 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t- wr ghtsOTC Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 E:1FilestDR HORTON 2002t2289Q289.rsr Page 1 0 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2289 9.22.00 MwrvuAL J: rtn to. 1 Name of room UTIL 1/2 EITH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 9.0 ft heat/cool 9.0 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 I Clg ft') Htg Clg ft') Htg Clg ft') Htg I CIg 5 Gross a 14B 4.6 2.1 0 0 311 81 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 72 40 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 0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 0 0 53 1959 0 0 Floating c 9C 38.7 0 0 0 0 0 0•"' 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 0 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 00 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 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 0 0 0 18 467 150 53 1376 442 10 2601 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 46 10°/ 106 10°/ 581 10°/ 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 4 1200 0 0 Appl. @ 1200 1 600 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 684 426 5685 2101 Less external cooling 0 0 0 p Less transfer 0 0 0 0 18 Duct gain 10°/ 68 10% 43 10°/ 568 10°/ 210 19 Total RSH gain=(17+18)•PLF 1.(101- 753 1.00 469 1.00 6253 1.00 2311 20 Air required (cfm) 22 40 52 25 281 328 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RightSuite ResiderrtialT° 5.0.64 RSR26016 2002-Mar-01 08:28:50 4CC-0, E:1FilestDR HORTON 2002I228912289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHIVVFiI J: (M td. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 ft 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heatf000l 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heattcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I CIg ft') Htg Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 263 0 0 0 Exposed b 12C 2.9 1.9 63 252 188 44 walls and c 13C 3.2 1.2 162 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 Q 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 77 2846 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 1) 0 0 0 0 0 Heating c 9C 38.7 0 0 1) 0 0 0 0 0 d 0.0 0 0 1) 0 0 0 0 0 e 0.0 0 0 1) 0 0 0 0 0 7 Windows and North 20.4 16 319 t) 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0'«• 0 0 0 0 0 Cooling ENV 56.8 54 3433 1() 870 16 870 0 0 SE/ SW 0.0 0 0 L) 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0'«• 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 1 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 1 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 I 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 I 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192: 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 CI 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 57 1477 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 01 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.01 8.3 97 2519 810 16 415 134 161 415 134 0 01 0 13 Subtotal loss=6+8..+11+12 9473 2012 1807 310 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 947 10% 201 10°/ 181 10°/ 31 15 Total loss = 13+14 10420 2213 1988 341 16 Int. gains: People Q 300 1 300 0 0 0 0 0 0 Appl. ® 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 6927 1890 1739 326 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 693 10°b 189 10°/ 174 10°/ 33 19 Total RSH gain=(17+18)•PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 20 Air required (cfm) 459 400 98 109 88 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. c wr1ghtso19C Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 CZ6K E:1Files\DR HORTON 2002\2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin ta. 1 Name of room LOFTBR5 BR4 2 Length of exposed wall 12.0 ft 41.0 It 3 Room dimensions 12. 0 x 19.0 it 19.0 x 11.0 it 4 Ceiings Condit. Option 8.0 it heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg it') Htg I CIg ft') Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 o Exposed b 12C 2. 9 1.9 96 3211 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 Q e 0.0 0. 0 0 1) f0.0 0.0 0 0 6 Windows and a 1C 37.0 16 591 3:! 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38. 7 0 0 0 0 d 0.0 0 0 0 0 e 0.0 0 0 0 0 f0.0 0 0 0 0 7 Windows and North 20.4 16 326 1 0 glass doors NE/NW 0.0 0 0 1 0 Cooling E/W 56. 8 0 0 3'! 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 0 0 1 0 8 Other doors a 11A 18.9 12.7 0 0 0 1 0 0 b 11A 18.9 12.7 0 0 0 1 0 0 c 0.0 0. 0 0 0 0 1 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2. 9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0. 0 0 0 0 1 0 0 f 0.0 0. 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0. 0 0 0 0 Cl 0 0 c 0.0 0. 0 0 0 0 0 0 0 d 0.0 0. 0 0 0 0 0 0 0 e 0.0 0. 0 0 0 0 0 0 0 f 0.0 0. 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0. 0 0.0 0 0 0 0 0 0 for slab a 0. 0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26. 0 8.3 16 415 1341 32 831 267 13 Subtotal loss=6+ 8..+11+12 1750 3458 Less external heating 0 p Less transfer 0 0 14 Dud loss 10°/ 175 10°i 346 15 Total loss = 13+ 14 1925 3804 16 Int. gains: People @ 300 1 300 0 0 Appl. @ 1200 0 0 0 0 17 Subtot RSH gain= 7+8..+12+16 1423 3049 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 10°/ 142 10°/ 305 19 Total RSH gain=( 17+18)•PLF 1.00 1565 1.00 3353 20 Air required (dm) 85 82 168 176 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential' 5. 0.64 RSR26016 2002-Mar-01 08:28:50 AC C-P- E: tF1es1DRHORTON 2002t2289t2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR C:ONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R M B'rH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 wilt MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1 /2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIVr/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL 13TH LOFT/IBR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 wrlghtSoft Right -Suite Residerdial- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCK E:\Files\DR HORTON 2002t2289\2289.rsr Page 1 a n w b c n 0 d 1 B R:4 T 80 1.0 1.0 4.0 5.0 54.4 32.0 0.0 WPl4ghtSC3ft RightSuite Residential^' 5.0.64 RSR26016 E:\Files\DR HORTON 2002\2289\2289.rsr 2002-Mar-01 08:28:50 Page 2 r .—. 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ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WWOCN FLAAGE - L WOOD BUCK stucco BY OTHERS PCRIMETER CAULK BY.OTHERS RIGID, VINYL GLAZING BEAD c TYPJ pWTNT) CAULK BETWEEN WINDOW FLANGE 6 PRECAST SELL V/ VUIKCM 116 ADHESIVE CAULK. OR APRV'D. EOL.. PER t ETERCAULK BY OTHERS CONCRETE OR MASONRY OPENING 6Y OTHEP-S / CAULY. BETWEEN WOOD BUCK 6 KAS•Y. OPENING BY OTHERS 1-1/4' IN. EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIN AS REO'O. 1/.' MAX. SEE NOTES) B.v, 1-1/a• Mtn Bl1CK WIDTH) I 'I Cn iE Dt6N71` INSTALLATION ANCHOR1J111n I IOrr-- BY WOOD 3/16' DIA. TAPCON D BUCK B7 OTHERS SHIN AS RCO•D. RIGID VLNTL E MAX. GLAZING 9CAD cS`-E NOTES) c TTP-) CLASS t TPJ(SEE NOTES) BY 0 FLANGETAPE — l flJ1NGE TYPE WINDOW FRAMEVWINDOWFRANC, JAMB CAULK BETWEEN HEADER WINDOW FLANGE o L WOOD BUCK PERIMETER CAULK CLASS BY OTHERS iYPJ cSEE NOTES) W.W. WINDOW WIDTH) Ex SUCK CAULK BETWEEN HEIGHT) WOOD BUCK L HAVY-. OPEMING BY OTHERS 1 SECTION B—B FLANGE TYPE WINDOW FRAME CONCRETE OR SILL MA$DIME OPENING r BT ONHEP CAST SILL Q 9 I3TOTHERS NDTFS[ SECTION A —A 1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR, MAX. ALLCN:BLE SHM STACK TO BE 1/1-. 2) VANOOw FRAME MATERIAL: ALuwlNuw ALLOT 6063. 3) INSTALLATION ANCHOR uUST BE OF SUFFICIENT LIH. TO ACHIEVE MIN- EMSEOMENT Or 1-1/4- INTO MASONRY OR CONGREIE. USE SKICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAO a: JAMeS. SILL MUST BE ATTACHED TO THE SUBSTRATE wNN VULKEM 116 ADHESIVE CAULK OR APPROVED EOVAL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND V/.H.. ExTER:OR OF 10NO0w FLANGE. r 6) IF EXACT V4NOOM WE IS NOT LISTED IN ANCHOR C—'- USE ANCHOR. OUAHTIr7 LISTED wITH NEXT LARGER SIZE. FOR. 1. APPROPRIATE DESIGN PRESSURE REO'D 7) GLASS THICKNESS MAY VARY PER THE RENh•'IREMCMTS 0% AST. 0300300 GLASS CHARTS. 9) Lc-TTEP. CESIGNATiONS ON THE TAPCON LOCATION CHAP.T wpG+-C ' HERE TA -=CON ANCHORS ARE To BE INSTALL--') WHEN US:hO Y.— ' ExTER*R --LEVAT*N AS A KEY. 9) ALL FACTCRY APPLIEO :-OLES NOT OESG—M3 MR IA -CON ANCHOR. SHOULD EE FILLED WITH /E X-RE-' 0% SU%%C:E 7 LT: TO PROW*! 61M. S/E IN EMBEDMENT M70 WOOD EuCr.. 10) FLORIDA --xTRUOERS I*rO SERIES SINGkE .L'h, r5 <_;Gv:. 7-15 PRINT ALSO AFP•JES TO 7M, FLORIDA CATn1']C.iS iS.?G SERIES SINGLE MUNC_. IT) wHERE'A?v'^..'. 1 IN_--_ -- R+ 1•J:i!.' =- STRIy_7•_JL IW!• 5Y u:•JO ?p.x. 1 -- y:q Ecr SUF%IC:-h• ALL AI W.W. ^Y AI 1 CI VrABO B 'K T G VI= _ija xTE=°I TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 3OP57 To 60P7 c I PS7 To 7OPSF 30o5r To 6G V i iAyr io ;70ov; IZ 1a I/a a 25 8 8 f.G it:. f F.G. F ' aisIe/ tDIT IT 17 10 N I as t?.fF oiG'+-Wad GJUI i GJ IM2tH3 - 25 1/7 a 25 25 1/2 : 37 3/5 B8 8 r 8 `;: N 3'iA.§ i G. ` 1M4 - 25 1/2 a .9.1/a 8 B F JG i IH45 25 1/2 x 55 1/4 B 8 3YF+ f•CJt) N15 25 1/2 a 62 B B fF 4s,y S:y fFHJ' IMa ZS I/2 : 7, tM7 25 If2 a al B 8. fFJx FJJ1;:-f"' 30 1/2 . 26 30 1/2 . 30 3/a 29 1/7 75 29 1/2 a 37 3/a 8 B yx fF ii,A'±.EFF`; 30 1/2 . 50 5/0 29 1/2 x 49 5/a 8 B FF..? fFlU Y^."e 30 1/2 . 56 1/4 29 t/2 155 1/. 8 B F.G;ti FFHJ 30 1/2 . 53 29 1/2 x 52 B B FF FFHJ •t 30 t/2 . 72 29 1/1 a 71 8 6 ' FFHJ FFHJ •" 30 1 2. as 29 t 2 1 al e I B F.GJ.K FFJx - 36x25 23 36 1 37 3/6 B 8 F.G F.G - <•. 24 36 1 1/0 B 8 FF fFHJ -.: - 215 36 . 55 1/• 8 e F.G iFHJ .:; 25 35 X 62 8 8 f:GHJ F.GHJ 26 36 a 71 8 8 FFHJ 27 36 X a3 6 8 FFJx fAiii i K-'• al x 25 2 . x 3/8 a a 31 3/6 e 8 fF a2 . 50 5/8 u x .9 5/L 8 8 FF r.G1lj 12 . 36 1/a at A 55 1/4 8 B FFHJ FAMJ';i . 12 63 41 X 62 8 8 F•GHJ O"r kU A2 . 72 st a 11 8 8 F•GJU D"A" Gy1JJJc 18 26 17 a 25 6 A.0 FjG a . 3a 3/3 7 1 37 3/L B A.0 F.c aa . 50 5/a 7 x .9 SA 8 A.0 F.G 15 . 56 1/. 7 A 55 1/A E A-C F.GHJ IF531628A.0 F.GHJ J as 72 7 x 71 8 A.0 F.GHJ U a. • 7x113 A K 32 52 t/a A 25 8 A.0 F.G F.G 33 52 1/8 1 37 3/8 8 A-C F•G F•G."i 3+ 52 t/a X a9 5/8 B A.0 F.GHJ F-GHJ 345 51 1/a a 55 1/- B A.0 FFx1 O".C.MJ 35 52 1/a , 62 a A,C F.Gx1 O.Ei.GH1 36 52 1/a . 71 8 C F.G.N1 OX.F.G.HJ 37 52 1/3 . 63 1 A.0 F.G.J.Y- O.E.F.G.J,'I.J.i. 37 SIZ= NOT Av%.ILASLE IN ICOO OP 1500 SERIES. V 6- FLORIDA EXTRUDERSISANFORD. FLORIDA TITLE: INSTALLATION Q=TA:_ SGL HUNG FLANGE WiNDC - S_Pi=S 1000 . i5o0 8 E000 D; AWIi BY: ., i APPP.OVED BY: DAT=.!U/Q;-/J',SCALE::.-c IDWG.. cLr"XOJ!.S c a CAULK 6ETVEEM VINDOV FIN L — SHEATHING INSTALTION ANCHOR 8AWOOD SCREW i STUCCO I BY OTHERS e i S PERIMETERCAUL i)))i 81 OTHERS I VINOOVWIGHT NIK EMBEDMENT SHEATHING TWO BY WOOD By OTHERS BY OTHERS oA GLAZING (TYPJ SEE NOTES) PERIMETER CAULK By OTHERS INSTALLATION ANC GR XB -ima SCREW WINDOW .WIDTH 1"' MAIL SHIM SPaCC.-___..-_._ O SHIN AS RLO'A I TWO 87 WOOD`.~ SEE NOTES) STUD Br OTHERS'. SHIM AS REO'D. I .-. --. _ SEE NOTES) d .`Ll. A,,• '.• t.7, la • 1"FLAX c •; _ - R TATUx-.A4 a "'— 5 ..,.-- :' ' ` - 1. J > . r =Ott BED EPIT •) It'1 `__— ____ _ l! - ^._,,. { s:.--'':•••:. Jf y' _.•---__, K F'. d. H IM MAX-. l ,•: _._:. r ,JJ- (SCE MOTET) SHIM SPACE FIN TYPE .(. vIM00V FHEa R RwE ---' ` -'-• . I t FIN TTPE; si 't t b 7 ^ II(DOVC CNN. VINDEIV FRAME j 1H0)G• '+ GLAZING (TYP.) _•T,M SEC NOTES) .: vmIN 7ALL Is CAULK B OTHERSVDDASCREW D st STUC } t "- BT OTHERS C S.. j SECTION MAX ( TYPJ EQUALLY SPACE •= : ANCHORS (TYPJ WINDOW ... .. '? :__. ::.. I'.•._:.,. HEIGHT T— NOTES: .- i : i = *--_— r -. -,•''. I 1) SHIM AS orn•. AT EJ iH INSIALLATI.OMI ANCHOR. 1 MAX_ ALLOWABLE SMtu STACK TO BE`a%!•.:; I .•.?{.(``.'. ' v.:, ;, : _ 2) VANDOW FRAME MAMMAL:' AllnaNUM. ALLOY. 6063. wzE, 1 3 INSTALLATION ANCHOR MUST BE OF SOFFICiENT. LTH. i TO ACHIEVE MIN. EuBEM(CM OF I- INTO WOOD BUCK:;-. :' • . 6. MAX.J A) USE SR)CONIZEO ACRYLIC CA".8EHIN0 rrwooWT Fw_F —_'..1 I <iTPJ ATHEAD. SILL k JHwBi . -'•' G ; S) USE SRKONNZED ACRYLIC CAULK FOR PERIMSETER SEAL r: 6- K43L (TYPJ AROUND EXTERIOR OF WINDOW FRAME.''• 6) IF EXACT IMDOW SIZE IS NOT.LISTEO IN AMCHOR CHART. USE ANCHOR OUANnTY USTE7- IN NEXT LkRGER yZE.'- FIN TYPE ELEVATION 7) GLASS THICKNESS MAY VARY PER THE REOLAREMENTS,.OF{ p WINDOW FRAME ASTM E1300 GLASS CHARTS. II s1ylAR aLE SILL vIEWED FROM EXTERIOR a) HIS PJQA EXTRUDERS 1000 S_TLES LOPJD HANG NS -SHOWN. STOOL THUS 2000 EERIE APPLIES H THE RdDOA ETRUOER$ 1500 E,T BY OTHERS AND 2000 SERIES SINGLE MH;),IG WANOOwS. _ STUCCG/ BY OTH.ER- S CAULK 3CTVWYN V THBO' J NN S E4.....!NG L SHEATHING 3, OTr_ R. I 0 nJ0 By VC' 00 31 OTHEP.$ REVI DESCRIPTION I DATE IINi FLORIDAEXTRUDERS INTERNATIONAL, INC. i I SANFORD. FLORIDA TITLZ: INSTALLATiON Dc =SL W/.? SCREWS cn=_lN_NT I I CLE HUNG FIN 1000, 1500, S 2000 DRAWN 8Y:33 AP?- 2GVcD 8'i: r-_F _ 'i' 4•` I I -- /::/:,t _C^ _ 'Du°0_F_ExrJr_s _ T OF 4CATMING H OTHERS NOR SCREW (TTP.) EKTCRIOR FIMSH-/ BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER - EXTERIOR PERIMETER CAULK BY OTHERS XTERIOR FINISH - iY OTHERS 8 INSTALLATION - N6HOP. SCREW (ITP) SHE-1-1 G BY OTHERS CAULK BEHIND FIN TWO BY BUILD DOvN By OTHERS F SNiH SPACE SHIn AS REO"Q SEC NOTES) I FINFRAMEJNIB1SHIM AS REO'O.NOTES I)) SHRM AS REOD. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEE NOTES) SNaM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. GLAZING cTYP. 2) WINDOW FRAME MATERIAL- AUMNLM ALLOY 6063. - SEE NOTES) Ut• MAL 3) USE SUCONIZEO ACRYLIC C"" BEHIND WIDOW FIN At HEAD. SELL k JAMBS. ' yyI » va •A) USE SIL D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW 5) CRASS THICKNESS MAY VARY PER THE REOutREId/AS OF ASTM E1300 CLASS _ T . •., ,•.:.. Y r CHARM. SINGLE GLAZING IS SHOWN. NCSIAAT04G GLASS IS ALSO OtAIIIEO. AKLORSATHEAD. SILL k JAMSS SHOULD BE /6 SCREWS OF SUFFICIENT LTN. TO PROVIDE UPC 1 N. MN. -EMBEDMENT INTO WOOD FRAIL FACE /8 .• - ' SCREW ANCHORS 6- FROM CORNERS AND 24' O.G MAX_ Ex TCRIOR 7) BLn D DOM AROUND CURVED PR110N OF WINDOW FRAME TO BE ENGNMRED BY OTHERS. BIRO DOWN MUST BE OF SUFFRCEHT STREHUM TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THfS PRINT ALSO ' APPLES TO FLORIDA EXTRUDERS 1750 SERIES k• 2000 SERIES. —VDWV WIDTH 9) ELEVATIONS SHOW COMMON CONFICURATONS. IT IS NOT IMENDEO TO LIMIT USE OF INS PRODUCT TO THESE TWO CONFIGUDLITIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAA NG SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOIIREMENTS. GLAZING, ( TYP. SEE NOTES) FIN FRAME SILL SHIN AS REO'D.- SEC NOTES) / L vH MYL SUN SPACE A EXTERIOR ELEVATION T• JO BY F7aM;MGi 3Y OTHERS CAULK BEH:NC FIN'"y¢ll I' HUM SECTION) A -A 14 w IT48 INSTALLATION ANCHOR SCREW (TTP.) TWO BY FRAMING BY OTHERS CAULK BEHIND FIN l y F5 i ti. Hrs rT'1 k '1'j•, r, r Imc d'tc `+.yyM SHEwTHOHG "-" fXiCRI[ IR FINISH'''i •:`<'i.v:=''+-",' BYOTHERS. ^%":' .•'`,-:: t• PERIrETCR CAULK BY OTHERS SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERS INSAN ORD. FLORinj TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW. 1000, 1750, & 2000 SERIES DRAWN BY: BB IAPPROVED BY: DATE: 02/14/02 SCALE: NTS DWG.: FLEX0037 1 OIIE B7 BL[K I OTTERS CAULKMGEtBETWEEN WINDOWSWATHINGA LYVOOD (TYPJ T OTNCRS CXTCRIOR FINISH BY OTHERS PQOHETER CAULK J BY OTHERS WINDOW FRANC .J HEAD EXTERIOR WINDOW FRANC - SILL PERIMETER CAULK BY OTHERS EXTERIORFINISH By OTHERS INSTALLATION ANCHOR 10 SCREW BUCK WIDTH BUILD .DOWN By OTHERS WITES. TWO BY FRAMINGCALSOAPPLIES TO SILL) 1) SHIM AS REO•O. AT UCH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. Br OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. 2) wINDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8' MIN. 3) IAPCON INSTALLATION ANDIORS AT SILL MUST BE OF SUFFICIENT LM TO ACHIEVE SHIM AS RED D EMBEDMENT YIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. /10 f(STALLATIO.N• (SEE NOTES) SCREWS AT HEAD @ JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- Ulm. EMBEDMENT INTO WOOD FRAMING AND BUID DOWN WHERE REOURED. "... INSTALLATION ANCHORS h SCREWS TO BE PLACED 6 IK FROM CORRS.& 24 IN. r..:; tiCi a ;••O.C.I/A)L .. ,..-. -• '-. '3• :..•.' WINDOW FRAMES 1 d A) USE SLICONQED ACRYLIC CAULK SEMIND WINDOW FLANGE AT WAD. SILL k JAH@S JAMB 5) USE SKJOONIZED ACRrUC CA" FOR PERIMETER SEAL AROUND EXTERIOR OF t W/DOw FLANGE - .. GLAZING (TTP. r 1/4w- MAIL 6) CLASS THICKNESS MAY VARY PER THE REOLKRELEMS OF ASTY E1300 CLASS • -SEE NOTES) V S1 SPACE CHARTS. SM:LE GLAZING IS SHOWN. MAM GLASSISMOWLfED..: 7) 81/0D DOWN Am" CURvED PORTION OF WODOw FRAME TO BE ENGmamD BY - - OTHEItS. 9" DOWN MUST BE OF suTrICENT SrRCNGON TO AOfOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES OESKMR WINDOW SHNOw1N. THIS PRINT ALSO . . APPLES TO FLORIDA EXTRUDERS 1750 SERIES t 2000 SERIES. 1- 3/8- MIN. NBEOMENT MAX. SPACE CAULK BEIVEEN, TWO By BUCK . L. CONCRETE BY OTHERS .'•i' INSTALLATION rtD SCRCV 1} A} 3L ..ai 9) ELEVATORS SHOW COMMON COHFLGULCATONS. I IS NOT MENDED TO LIMIT USE OF \ -- AoRy By RT SHIMASREO'D THIS PRODUCT TO AT C B MANUFACTURED REDFROM SHEET 00.APPLIES . All BY OTHERS CAULK . SCE IOTCS) CONFIGURATIONS THAT CAN BE YANUFACTURfD FROM THE 1000. 1750- Q 2000 BY OTHERS - = .• SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. . Y•=- `-•'. 10) WINDOW UNIT CAN ALSO BE MUTED TO OTHER UNITS USING ALUIaM1Y TUBE VINDOV WIDTH MULLION- SEE MULLION INSTALLATION SMELTS FOR REOUItEMENTS. - GLAZING ( TYP. SEE NOTES) SHIM AS REO•D SEC NOTES) CAULK BETWEEN vINDOW rLAWA 11j LONEByWOODBUCK CAULK BEIVEEN WOOD BUCK L MASOHRT OPENING BY OTHERS CONCRETE CPR SECTION A —A MAs"T B7 07KPS BUCK HEIGHTL 1/4' MAX. SHIM SPACE A----- J EXTERIOR ELEVATION e } LI- 1/N- MPnAA.ALYTRAN FLORIDA B.O.A.r. EY9EDMENIONE By v000 HiANWACTURER NAM BUCK Is, GTBCRT h Ir`• J.._ JJ. F' 1C N i FREIHT iALIAiI•?BN 1M1 3116, Dia 14KOH M ICXTCRIOR rIMSH SECTION B—B BY OTHERS „' g WINDOW WIDTH A HEK W1p1T B IE B I f A EXTERIOR ELEVATION FLORIDA EXTRUDERS'"SANFo DOFLORIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN DESIGNER, FIXED WINDOW 1000. 1750, & 2000 SERIES. DRAWN BY: BB APPROVED BY: DATE: 02/12/02 SCALE: NTS DWG.: FLEx0036 I DOOR VIDTH .- MAX.WHIR WALL - INSTALLATION AtICHOR ,__. tW0 BY VOOD 2INSTALLATION A?CHORVSHIMASaEvor8SCREv. L8 SCREW SHEATHING (SE MOTES t-1/8-M(K -•Br OTHERS. _,. .. TWO BY Wm0EMBEDMENT - _.. . By OTHERS .CAULK BEiWCEN - -. •. By OTtERS'•^•••- _, DOOR FLANGE Tv0 By WOOD SLICING GLASS ._. . BY OTHERS FRAMEtSHEATHINGSHEATHING CAULK BETVEENJAMBJ NOW STRIP L i SWATHING SL[OIK,GLASS 'DOOR `• . n . 1 j J , 1 x T 'T HOOK=STRIP. :: a 91 sN.Ter; 3 i -F. SHIM AS REd0. t A IMAXSMn SPACE + ' :4, <SEE t TE- --- 1 _ ' -• '• I;i n fi j t Z 1 r Vie: ; IMSTsilAT1 ON —s? 1 1- 0 Gil S - + , z • . / i8 SCREW T Q •7`I 1(IK _ B" 4tit E Ts. iEMBEDMENT --' -- LLL TErPERED GLASS _Cgt K BETWEEN I L`t; p H. 26 ram' s L STUCCA iJ (TYPE ; - I = _ OR : SIDING - i DOOR t iAMGC' _ -'^. ? .•r. ff _ gYrDTHERS SLIDING GLASS _ _ i tlS:ATNITIG - ',, T.4t..H{I ',- s. i O 1 ', `2' Nu 'k DOM FRAME p& IPtETER HEAD StffaTHlaG;.. CAULK By _ ' ( 1 BT OTHERS ; k 4OTHERS PERIMETER - - - ___ _ . BOTHERS - a L •''/ t. I' ' . - I ' • ,'. CAULK BY f _ TE/I : C 1 OTHERS STUCCO • t i; 6:-•-,. - ,.•:. . TEMPERED - I,OR SIDING (TTPJ I t .I; STUCCO OR SIDING GLASS ( TTPJ - r: - . :.BT _ OTHERS '__. ' }. - Pi ' L: BT OTHERS • Fes.,t Rv T k'i„/',:?h. .•_i:. j S... - -• _ _-_.. _ ' { i_SIIDING-GLASS DOQR1• j- SI INTERLOCK HE°° GHT . SECTION B-B _ _ _._' _=r. ,_, :. e $'• I HOOK- 5TRV:- DETAIL 0 DOM NATCRIAL- N.HPKRAN 'ALLOT 60631 - 1: t •CS\ r..1F7 - t y..•`U 21 KS SrALVHTIDI SCREvi MIST LE OT S,fftCtC/!T LENGTH A[HICK MIA CNSEbEN INT. i •..+::•: fi{.• .}'; +-, 1-1/ D• INTO vOOD. TAPED+ tTPE'INSTALLATIDH ANCH(M AT•S41 laJfT•S'i Q'. D• . 4frtCIENTLENGTHTOACHttvCKACnZDEmTOrt-VA• wT0'tiASp4T D1 CDERLTC-% '.rtci }(I7. .._ r. 33 INSTALLATION ACNM EHA.(T ON SACK Or THIS SlQi. :• •• - .• L t tY. Ylli ,: A) USE SILICOIZED ACRYLIC CAA% BCRND DOD? rLAACC Ar HEAD L JANSS. - • . S! L" E S L,C mzr, ACRYLIC CALL[ rDt PERIMETER SEAL ARDJND [KTCRID! OK-OODL--...a;t i1J .•'.- LI6 CNu[T DOOR SIZ[ IS rdi LIStCO w ANQd2 OuRt, uiE AKRM OIWMtr. LUTE v1iN-ICJT. tl-ty Jp,. •l ,I SLIDING GLASSLARGERSIZE. rOR THE APPROPRIATE DESIGN PRCSA/E REO'0. - .. 'f °!•/ DOOR FRAME - 71 r6T POCKET DOO't SIZES USE CLOSCST LtPASS DOD? SIZE L cowmAtATtON:rO r0rg1![D.O'Omf T g' B. 'PLACE INSTALLATION AKHQKS. w rRONT Or HEIM STRIP AS SlavA +-I •Y `• SILL 1 I p! (LASS THICKNESS HAT vA21 PER RCOUIRCKKrtS G ASIR C1300 GLASS CAATS.. .j 3 .St7 $ ,. 5• _f• 1 I 1, DOOR W T IS APPROvC0 vSU4 TEMPERED GLASS IN Sp4C GLAZED OR INSIiAIING CLASS, p 10, J 8 / SILL CDbERS ARC TO DC SEALED vINH A SHALL JOINT SCAN SEALER IV SHIN, AS RE". AT EA SET Or INSTALLATION AINCHHDti NAA. ^,LOVABLE SKIN STACK TO BE VA•. 32) ALL INSTALLATION WS AG IVSr °E - Or ERER REPRESENTS RESISTANTNATCPIALS. IL -ERE .K' REPRESENTS NOSING PANEL AND CR RY ON S CK TILED PALL APPRDv(p cDT ALL^ OWI ARC AS 41STE DI A VC A p1ARr ON SACK S THIS I f,EEi. EXTERIOR ELEVATION "' HOT coflGAuATIONs LITTER IP DE ARE PPt vHO— THIS LATIONIAL.L AP (MSrALLArTDH En BEDNENi SCCTIGLIS •A - A•, •°-S' l HGDK STRIP DETAIL APPLT TO INSTALLATION Kl APPIOKD A cDftGArArm 1. - i p jjG 1-1/L" YIN. IS, rlHR16+ 61 TRu0i 71 ro00 SERIES SLIDING GLASS DOOR IS S/OvrL THIS PRINT ALSO APPLIES t01'. 2 PAICLDCOPSHO'JN 2000 SERIES AND so SCRICS. A REV DESCRIPTION DATE IN[ EXTRUDERS LIBERALLY APPLY \ NN TALLATKTI ANCHOR FLORIDAINT.[NC. CwLKILL lAPPLSILSANFoRD'. ,FL. , OP SET SILL IN BED Oi CONCRETE 3,15• D. TA:COM TITLE: SLIDING GLASS 'DOOR."•'--- •• S`MON A -A INSTALLRT!GN: WITH•98 SCREW$ I I DR=.WN BY: B3 APPROVED BY: S F i 2002 1 ATE: 1.2117101 SCALE: NIT JDWG sL[=27 S;; 1 Dr = r DE:TA; C XcX/E: ! 1 : .. 3 T,.Li:yY. t •-.r: } c - -_ --: i.io reZTOKomW+.- _ULil0_-4 TJ?t M : fW N TYPICAL ItX { T^:5EM. LE103IGuuS.}• JAME (TY? IAMB(7YP_. 1 ix ELF .' 6_ 1 g r';X 4: X.a/6 :,.. n" az.M` i .\ =i4r ,'T: _:Uu v` :;A0 aL +/ . Rte-X1rS.S— =r :TFr?ikG S IS lul:E' M.ULt!CN; _-d L1`1" v; iA ?3: 1G tyt .:L':e •:a: f'$.[8 t —`y — _... _.ti.a t 7'Gx :G_Ste._;A..:T.—I?L w% 1 t. 3 :+,• g : .t.. ._ : fl-r't, { .-._ ,4 , , .,c}. .fie . - r*`'~. "' ,•- r E£> Eh 1 Imo' j T aa, 1 tA+ r r 3t r :. D: FSA -s F1yl p /r fLhSr.EB^ - ::1,., v[n> Z _ _,._ a nu S-tiiR?irw St+ T S:c.. : a MULLtoM . Z:.z -: 3£—' . 6 •X d=;/2 SEukB 2~.S .. 'CL* r 2P ee x il'sElt - • Mfg TAPPING-S? 1S__.._ r?{ A-;C ci'_•_•.--%.L't._._ _...'. f rti di Aa-j,,'T1v Is's S..., 1 ' Y`lX..}X"w,(U S€C7L6W —! A(1 _ , `+ rr.: L C 0 r. 2, z .z .> ; - F ScCPoN 6 Y,. X 2 7/16 -X t/9 : r. i_X `2.7/16- X 3,re. __ -_-. -_ _ J=. t i ^i.: L'. rc t c • IpSThAZC1Ys0.'/LTL^ 2 t .. i TUBE M'. JLLMt _ - - -- - = -- --_ ?i• GIA` 7A?'Cav •i ,. I SJi. .1 rcALAI C8 X.14/2 SELF I SCREV li! S! i iTVE<N ! JA 9 < TYPJ JAMP .<TY, .. VLNMV.:LANC£S TAPPING SMS, !f __ :K• g. 'E `f-'i'_: j SECTIOIy A —A 'i)c t`-° aH 1/ 2 SELF fit. ' TA9PlkG SMS " f p. , ' t +o k lie Xt/2 SELF {y TAPPING SMS - -- : 1 y£NBEL7lENT r` .;,' i _ TRECAS% iSIL 3Y Qlii£RS1 -xk:w EI9.- _ ''--- = -<:, 1 - ltt AUXIiAt2Y; PL4TE ` Sr,A. d•T EEiYE1: .. .... 'L.:Ts"tda•.M^'^G$ vHF i:. SrAMT tl£' rvEFJI ' _ •:. . q"fdaltlFED '" i'Ll. Y;;ES :.,.•;t' ,vtm, is -- _ a.2 x 1-i/2 SELF .. _•C. t E t ,,-' • t- - Vi17sOV r" t, rrw -_ - - t MwLliil TAPP? SMS I .. • _.._ .. _ t 1 • - . 1 - 'u-ter l Y po .r !- L c SEL i¢ CrQ0A. GECTION ' A — A TAPPING SMSSFCTIOh` A — A (3 t ` r _ X c x aie ; _ a.ems 1' O __ X < x :/_ TU -'f' LSO. I TUBE MILLION _ % tSE1 TPPPi:' x, 1 IY. tS_° iu.J El EtAUQ IE lcee S.P.- fop/D7 1 ,'._ 'FnCa; ry`6C0 S4. Jowo .Tvr) 1 LUSTER t/DS TER IN"fERNATIONAL, •.[NC . •. FLORIDA* EXTRUDERS SANFORD, FLORmA 6 x :/ 2 SEL: r:8 ( 1/2 SELF TgFFRiG Sms / GFLANGE TAPPING SMSf' Ti.E:S R iGuG i., G { I L V_ RTI;. Ai__!'!UtTt:cON INTO _i-ILtRIZG'NTRL_:... SCr R J;1 F SHP t C =) rJtC 1- I'd __ - • t , / \ ! I !, ri%iF''rSStlR r P.i'Al. _ I LS rolls av->= I APPROVED BY: r. J S_-,• :uCB P.`=JDESI R = (FF=tJ i0c t7:riERE 1 .X a' -• - _._. _.__ Sip._!ANT 2E' EZ _ .. c c liS;i_ IQ _ C ViN.+]V fLAVT S A t SILL (Tr h z' X a 4 TUE_ M'J1I rNs ti' - j s t {Tytt3: ,SC40 F.VJ7Es?n^T`'*C' j : A`iA_t ' ^.1 i .) 1' •' 0>: % 3/4 SELF t J )J+y j r 4. L8 X 3/4 SELF `TpPP_'N SYS j CaNCRETE OR MAS3 y i ifFP7iG'SDSS - i - BY (3TkEn5 ..: LYS'ALLATju AtiOix'1E^81A a•_--- •TAtPC• N S V A :<T•YP.)- 1x _2."-3&__ . - '- G.. _ _' + 1 .eli.i.a"F L•._ YJLt[Y_ At 3 ;F. __^T'bE•N.U':L 1N r i.t,,1-. -_ . ' 1' t`t:' J Tv s i'." 3!C }. - - ._..--•- - - '.,_;_•_• o-. ..t..{ i„cEs uY3 a__ zess ass 2i` -L i3f ,car oTrRs — t' E D8 t3t' j a J ILI,[ +r`f ; • _ _t MO o •• ** j 0: J3. E j- _ _ i . ' mF i s i i tZ •1yy ;3,t.] Pn:L~ %hA :>,, 'CT. `\c •iG1. Lt .p j :maOPM1^ r +f Z_-$.-+fi;i_ _i G ; v • t z•.".`: T-' ••-s ::. s - i CB X 3/i.SELF' t72' t c 1.;:i i I+SLAlIAPC r'T i S:GiasELr _ — Y{ S3-7AFFGtiG.SIS- v.. - • - ' e' SOGn'-sit TAPPIt LSHS- -j':-- - - fs: .t :u-:.D .(71'FJ-.•t .7-J:!a':.. M a r Ire•-' 1060L--.. - --•^- 1• i _ r.. ;l- MA._-.__ ..'- __.-" fie".. ---- '.- .-- FRS .e:Y.. ;,i.Z"r•: 1 --'t t ;',,,.. ;z.: "''"fit^•'_. . _. `. ,; FC710ty .-( 2. .•_:_I._... - •=- -i-- ---- -- J1 's?2 't?::r -' ' y. sEraeNTSFCTIONA=A'i1) ;r VLF teas . — - - _ _,___- rtGCa F.VJDESiCs'cR tILL CnESIGu:' i : * : Y _ I s r la0" u P.VJDESICNER SILL (TYP.) Q ` r. SILL (TYPJ.... -. 1 xE x 31 SELF: _. - 9 X 3/4 SELF _' TAPP' -SYS - •• S x 3Ja SELF y 1, 3A' FINC SYS TAPP[ HC.SYS 1 X 2 7/i5 X 3/8 ( -€ I x 2 ulb X'1J8 2 X 4 X /8 4.-1•i 4' Nih- •,j- i •T"•F.r •.-., TUBE H'JLLIGN _ _ ._ TUBE KJLLIIl\ _ TUBE +r.1`LIx: EHr'EL^SEHt _ c ` '' j %. i i !' ET VLv> xtSr yc1F. a{ wr{ FSNirLA: E - - - ---• `_c_ -- -c c 3 f r 3ryt L NLiLlQ: - \ _ Ilt h•in"-tf P >. A r„•- s2 x 3/4 SELF C8 X a it SELF _ TAPPING SMS - 1 toW S. K TAPPIhs Sms , —1faC S i HEAS (TYP.) ' -- -- -: cAD <TY'rJ SEeLAKT'TVEE1: SECTION A-C: (31 SECT10id A—,; ('; `:2 x 3/a sE_ - -"' k. TAP. SHSVjNMV " a rA. 11^r P. V. iDc`SIC-ER --^ i S- r 10riC P/JDFS :NER SCAANT SEJE+N VN 00:. FL AN SILL (TYP.: tEaC :IYrJ EV0 N L YtltiON 1 e2 x 3/4 ^ :. w, 4S x 2/4 SELG, S.'(•' f TAPPING Srs4 $FCTION A —A (7 ) i v:E'tt_C FROM E CTER OF--.-.__. . TAPPINS j I x ! x 1/8 r1. xaxva 1 i - V - EXTRUDERS `sANF RD.- AL.RIDA FLORIDA SANFORD,• FLORIDA F ° sTrrLE: 5 0 i 3 = 1 A NGESHEET .I Ci r TW1 C~ iZ NT L MULL 1CIN SLrTI_J1 - _ C: .GS_DE Ji' lL:.. SO COr C,, r tu1" 1. L/ cSI'^r:<<SSIRE CAPACITIES ' s= 9Y: ^': o - I APPROVED BY: 1000 Sx JAMB (TYPJ 1000 SN, JAMB (TYP.) IS 1 X 2 X 1/8 l00o S.M. - ; - 1 X 2 X 3/8 "' _._.TVU. BY_VOOD DETAIL C TUBE MULLION . JAMB_ (TYP),.. .: TUBE MULLION - - • _ A :.. : "°• BUCK -BY OTHERS ' SELF..' . 1.' ,'!• V„ i A r. BX 12 TAPPING SMS , TAPPING SMS i:..1.:: E7(BEDNENT• ;J ;i3_ f) r , -"' _ w.t_r'wu..._....w.T..} • V V ' NMI te— -, Are sa< i X 7c:3 j e$ 2/8 T,S2s: ,`a, _ AEA IHG r x ^ SEi1UwT-BETWEENi• TUBE lAl1 LIDN+rk `r.r F Nr 2Ns s D/ yINDDv FRAMEe g ° 1 {y . s i? - i i 1• _ . , 38:2iS 1 t 14ULLMN 68'X'1-1/2'SELF 9. F .. E3.. t :-.E .OB. X l I%2•$_' rs? _ 3Yt.Q• f 9 ro1€_.-. i. .._ " TALlJ1T1` Ai: T• 5 TAPPING SMS vh S3 ': : e iAPPBIG SMS i31... L :. .."I- ?r ! } b , ar +:+i:.T 11-LD3N •r '»it,',; .2 e , RLCT1oN'=A — I a t .r.sa } r:sSECTIONto=A t s:Lot_ 5..... .., ,.. , Z)/_X"' 1000 •Sx-; s of ._ t r;rL >To"• kFAn I30.4 , `+ h; g J-X 2-7/t6-X 1/8 r-*' '- " - ^5 RypJ _ i- £ i,"L. rA,D: do 2 X 4- NBE 1di111J0: AI2E,USED • .,z.Y? r.i _.TUBE.IiULL•ION.,'T.,I000 Sx a T'Ab.j' X 2 J/16'X'3/e-,T.T- is be'•,r ,t •i TTPJ' t MULLION ;APPLIES TO F{EAO-$c ^SILL INHERE 1-EXTc ~ y , i X 2 7%16_TUBE.MULDONS^AREAISED 7.! 7.._:{c _-.98kii2 SELF_" _yINSTALLATIONRlUtx 08 X 1/2 SE1F,r - C8 X-1/2 SELF"'_ - - tr__ .iI TAPPING-SMS - -' yB:VOTID SEREV TAPPING SMS ' -TAPPING -SMS y `' --- DETAjL 77-77 Cr -''_ r .24..j .. .{•; _ - t' -: e i ----. {: sr SD1'LLTP a eu t e t C BETVEEM se x 1-L/2 SELF 5 TFIn-MI4 L BETWEEN_ .... :: 5 .. vMDOv fRAMEeETVEEn TAPPING SMSti • t - .S - MUlLD7NFRAME t1 - - 1 c : •_ _... _ r -; _ v - t _ i MIWDM--.._ __.. •`' -'US , .. Mu i ttfi l 7, r I -_^ _ •.. SEwnmG se z I-v2 SELF' --'' -SECTION` A A (7) I t i. aB, X 1-[/2 SEI :F .I :: t i u DETAIL C r j--` Tti=PDx, iS}3"i" —' __ - - A w'SHS :'. a -•- _ _ _. ..__ 1; - .. •• ;-„_- I ._v®tatcL ti --•-- ° F SECTION -'• A —A "(3Y= - _ SECTION A -A (4) t' _ T' — __ L AUXILIARY PLATE 1- I - X -4t X 1/8 I •X 4 X 3/8 - - - - .--.--(FOR ADDITIONAL ANCHORS. WHEN REOUIR M w M _ TUBE KILLD7N. Q TUBEMULLIONURID - I000 sx JAMB ( TYP-) 98 SELF TAPPING ` Yr;L SMS ( TYPJ DETAIL B MULLIDN _ t 18 X 1/2 SELF ae X L/2 SELF ELEVATION- TAPPING SMS VIEWED FROM .EXTERIOR O TAPPING SMS FLORIDA EXTRUDERS INTERNATIONAL,- INC SANFORD. FLORIDA.; IS T=: SER. 1000/1500 FIN SHEET•1 OF:2 VERTICAL MULLION SECTIONS - SEALAMT BETVEEN .. - SEALMT BETWEEN VINDOV FRAME - M SEE OTHER SIDE ( SHEET 2 OF• 2). FOR .. e* X L KJLL10N + DESIGN PRESSURE CAPACITIES 1- 1/2 SELF k8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DRAWN BY: MSH APPROVED BY: T„'\., • n /C\ cre Tina! n A /G\ 16 i ;x'. 2 x are cad= BY. vote—_--iJcTA!... ,: x 2 X I/e i ` uJC S.K 71)C StL J, ei T i •., . BUCK EY Q T Kr_';ZS.. _ ... ,. TJl~;NL l t71:: viL`A•_''CTYPJ JcN.e LiYFJ 1 4t:r , _ :.,-_: n .. r_. - :,:.:... - •tisn'r '.:v.•:,•, +d ,J - in. • L r, • of •, = S : C_!:....:E IL: NJiS-.,ti.R `.3,. _- i ,.'1., QTNiRS ., =''jtil sip 4:!" t _ . t T••{ : ! _, _ / 4' NIN: - ^q \ I' S . : i_bi .t tf Rt S1F =EMF arr£r:T =. - _ _ _._ i13: % SELF f it ryrTAiPIMG SPS:£ _-_ _ >.t.Pv.' ii3.cZa i - SC.e? . ^:._ . } 1 - :'_ - _ S? _L. % .I_ r &cas Yac^ Lf _ u'C t;=:ec +Y ' c..tc 1 r. "--- +-- itc:a. ca .' E-r -- •i+S . r.'^.'=' ' I 2C-.=rS t SSE FQt f CFS2! f 2EsQli i13'yy -I`r•+--•--L..-. .:.._ a,_,a i aQfi-t3.2f.i t9.it i S Si = ' .,,Ir ci u. tteM ti r r,. •^' S'c..AL-ANT +%T11 > 1 :5 ('1'Z $fFJj LAA•.Y7C--TYEEIIQ I , ?g.•g ' r. `' ; $ w , 'j't.3i-'_ ,S.TA_•coh%S BC:y. dIAF'UE3! Ott n8f e , 4 r5 I .j` ri.lYKJiiI S K.X 4" x -I8. :t-._ . r it,- t $f !`r fit} .ka ^ l f T A. ' i J3 S >` •P Y ^X f=1 Ei3 il yveE twll 'i-°+aYtB , 1 " t } paST tiP1 LZfP 1) S $ f . a l: .. x_ I:G•YS .-'-.. c . e _ "_3 3:2E t - Lb of .8'.ST z: ' iY?IfhL Mt IUJCh WORMt i 4 `' ; l S :$Sv - -} ` ` A?Pi1 0 HEfD; Siii. -rf' c1t n-.AT(aicf rs TioK-izl _____-.— t Es:.- s `3; 1 'E _ Z ..,._...s _ ` ,• .y € 3 .•j :' c _ i c t \. s {.. - — _ r :` ,_. = 1t; 2 _'X_ Y-iU8Ef di3:L O.V=CISEC r.. , ';': z.} c • :il X 2 7/16 X21iE i'd':I> x 3/,5:wrieTUSEMCIN. I...-..-.._- - - c' _= .i-.JAMH_(Tl?J-._£P..I+ i'.4! r -r. ,x-p;l.a, a ..w•• ti .{7j ".: 1FJib TYPJ - / tB=Jlllital ) lC7L Sitj r - -- 2 1?"^!3 SIC JAKe tTYPJ i. - _— r - -- ,_. E X•I/2 SELF• - U7SiALiATlISvlL401LXt TAPr -SaS _.. t ~3/lDIA iF%CGN "^F` S X i/2 SELF , ;G x 1/2 SEtF - --- Sf7tEV.'Td 3Q tiYFJ viY i-... Tf:FPLYC S4S -•- - - ._ .... -•--- - - f' _ _ _ __: _:. tij:r. SILL Cup- am t i c p . i- - cv'. _ . _ • - SEAiId:T ETV%N - - a-•' ._ ` 1 cK 7_ VL"W iLML'S.NJN.- E .X !/2 SELF } •. i t t ' SEALatiT • E=TVEc'H.. TAPP.NG SNS : ,., i•j ; TION' A —A (7,' a - -E_ 1 2- SELF ' R``K :-!J2'SELF' ' _ < BAST SELL -By :H£RS TAPPIN SMS :.-.JES I Y Lu :TAPPING SMS : ` I { _Te[ L E Li 1XI1 f0Ry PI_.ATF ---- t SECTION A —A a 3 _I ! SE _ _-- I r Tr vuEN RECIlIS Di C!!ON--.1-A (trl' -{ t . %ri ADGI.JSi4L ANL•CAS. I "•' V X 4 X f/F, L 4 7 lIC/ r - j.-_._..:.. --TUBE 'MC .1_I N-T'CE.MtLi 1 . 0' - - -_ •,+ X JAMB ^< TYr•) JAY:3 , i YP.: i' t { ; o .^c+ c _ aola.._ / 1 tgS . iNti .. ..._ I t i Sr... tTYP.) -. •`- GUM: I j r -- -- •- ee x i/_ SELF i vEY1£C MOM EXT=4iOR ! --. i cu-" z A= PING S.4 -SZ: F._ _.. .. 'aPP= f ` Sv, --- FLORIDA EXTRUDERS flfrFMAT'IONAI: arc - I. 1 SANFORD, FWPMA +- TITIE: SEi`_. -10,0'/iSCI_rlkN'GC' P;SHE=7 ! %OF;2 1 t. . i js SSA AdT _r_c-v NILa•:n`.= T''__" i -_ r. _-`__ S' jl C S^=E i OF.C) FOR c i.!~! 11... T 1 r S j Iasi-., cv Fri? r , , !nRiw-\-EY:":S:' _FA PROVED BY: .... A NI[ANII-DADE COUNTY, FLORIC MIa MIOAOE METRO-DADE FLAGLER BUILDI; BUILDING CODE COMPLIANCE OFFI+ METRO-DADE FLAGL ER BUILDC 140 WI?S't• I:LAGLEIt STR EL71', SUrlli IG MIAMI, FLORIDA 33130.1! PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375.25 Prcmdor Entry Systems (:ON•rtt,%c,(ou mct•:nstwc. si:crt, 911 E. Jeferson, P.O. Box 76 ( 303)373.2327 1.AN(30$)373 Pittsburgh ,KS 66762 WINTlLWI,olt I INFORra:,,TENT OWN' 303) 373-29661:AN (ans) 37s-:• Pltonuc: r cON•ruol. uivisi. 301)373.21)02 FAX (305) 372Z Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double tiv/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad 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 t* product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t' product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend 1 use of such product or material imn3ediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor; Building Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 C\PI RES: 0.3/02/2006 Rain tcoarlguez Chief Product Control Division THIS IS THE COVERSHEET, SEEADDITIO`IAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE 4C PRODUCT REVI ENV CONINIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions t' orth above. r1 !';' ROVED: 06/05/200 i Francisco 1. Quintana, R.A. Director Nlinmi- Dade Comity Building Code' Compliance Ofilc Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE 011 ACCEPTANCE: SPECIFIC CONDITIONS 1. 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 Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Inswwing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installcd only at locations protected by a canopy or overhang such that the ang!e between the edge of canopy or overhang to sill is -less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installcd in strict compliance .wit the approved drawings. 4.2 Hurricane protection system (shutters): the inStallntion of this unit .will require a hurri, protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building per shill be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate conics ofthc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflic:ial or the South Florida Building Co- SFBC) in order to properly evaluate the install ion of this system. Manu I Icrcz, P.E. Product Co ro Exan% Product Control Division s Prcmdor 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 fi. and the original submitted documcntation, 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 speciGe 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 tlae evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documcntation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for ternainntion of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following 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 other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tlic cxpirntion 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 Acccptancc as well as approved drawings and other docu.mcnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspcc6on 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 Notice of Acceptance consists of pnges 1, 2 and this last page 3. END OF THIS ACCEI'"ANCE Manu Pcrcz, P.C.; Product Contr :scam Produ 'ntrol Division FIBERGLASS DOORS Glazed UniLS 6'8" Height — Inswing X XO, OX, OXO 1 XX, OXXO I 2'0" TV 2'8" COP `NL-MA0141.02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3'6" Not Listed Not Listed — — 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Fled) 52.0 NO 2'8" + 1'2" 2'10" + 17 2'l0" + 1'2" 37 + 1'0" TO" + 1'2" 17 + 2'8" + 1'0" COP-VVL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2'l0" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'C" , 3'0" + 1'D" 17' + 2'10" + 1'2" 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" 2'8" + 2'8" COP-1A'L-MA0142.02 02.0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 21C" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 2'10" + 2'10' TO" + 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 websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International webslte (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. S. Masonite Warna:ional structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. ti02 & PA2J3. Qakcraff AREK'" I+III Y.h I'.I.n %..Wl'ItV 1100-11 N".4vN FMC4" t"Ire ctm I a O Ad. t 19. n0j n.rco.oro.yproprarno1D.XnnnOro-Sm[nlmpt/tDcWRn;ODf.Oel'gnIndpcC0 r Masonite international corporation Dana : w*a to tnurge .aww notice. Glazed Units FIBERGLASS DOORS 6'8" Height — Outswing A. sin I r I r 2'0" 2'g• X 2'8" COP-WL-MA0161.02 2'10" 3'0" TV Not Listed 1 OCCO 02.0418.03 Application Filed) r' 1ImpactRated 55.0 NO Not Listed Arrangement i f X0, OX, OXO I Multiples11h) 2'8" + 1'0" I Maso4te iniernaiionaiMiami-Dade COP-WL-MA0163.02 t 02-0418.03 Application Filed) DIPRating 55.0 ImpactRated. NO 2'8" + 1'2" L_ 1 2 10 + 1'0" 1 2'10" + 1'2" 3'G" + 1.0" 3'0" + 1'2" 17 + 2'8" + IT COP•WL-MA0164.02 02-0418.03 Appiication Filed) 55.0 NO 1 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" t 1'2" + 3'0' + 1'2" 2'6" . 2'6" : 2'6" 2'8" + 2'8" + 2T 2' 1 C" + 2' 10' + 2'10" i 3'0' + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 210" + 2'10" TO" + 37 TV + 2'8" + 2'6" + 2'6" COP-WL-MA0165.02 02-0418.03 Application Filed) 55.0 l NO 2'8" + 21" + 2'8" + 2'8" 2'10" +2'l0' + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Dotes: 1. Dccr a, rangernents using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.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 6 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 •aft. AR)NEW" I ,D. :: r A-% h.'rRY UOOR.s N •h •d N"/+•, I":.: Our Co Udu•v proof" of poCW impro•tntt" makes spICiGCslions. C.Sion Md pr•J!•O 4,1W :u:i-C1 IO Cb3n" •/9110td "I Cr. t.dvu•Jr iron n 0••IIt10••., t% Masonite International Corporatior. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1Singles1 2'0" 2'6" X 2'8" 2'l0" — i 3'0" 3'6" 1 1 COP-WL-MA0146-02 1' I 02-0423.01 Application Filed) RatingImpactRated 40.0 NO Not listed Not Listed 1Multiples1th) X3. OX, CAW 2'8" + 17 Maso5le InternationalMiami-Dade COP-WL-MA0148-02 OCCO 02-0423.01 Application Filed) 40.0 1. 1 NO 2'8" + 17 2'10" + 1'D" 2'10" + 1'2" 3'0" + 17 I 3'0" + 17' 2'8" + 1'0" COPAVL-MA0149.02 02.0423*01 App+ication Filed) 40.0 NO 1'0" • 210'• + 1'0" — 17+ e'8" + 17 1'0" + 2'8" + 1'0" — 1'0" + 3'0" + 1'0" 1'2" +2'10" . 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" TO" + TO" + 3'0" i XX, OXXO 2'8" + 2'8" COP-V/L-MA0147.02 02-0423.01 Application Filed) 40.0 NO i 2'8" + 2'8" 2'l0" + 2'l0" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA015M2 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" + 3'0" + 3'0" + 37 Notes: Door arrangements using fewer panels thar, what is sriotvn in the above chart also comply under the product approvals shown. 2. Assembly detail; are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Ir.sIa:'a:ion ins!rections are available from the Masonite Internaticnal website (www.masonite.com) or from the technical center. 4. Actu2i d^sign pressure requirement for a spaciflc building design 8 geographic location is determined by ASCE 7 (Minimum design loads for bui!dings and other structures). National, state or local ouilaing 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 akgXaff MTEK' I[MYkV •n OOR.l Ii.Sw u.I'_'(—;= fir G?n JK 7rt'Y•1 DI DlDLun iR.0 0+b Gnt T71C] IpG:Ii:G;yf, Cnyr. ::•1 :I>:::1 I:I,r..Gn ,D -•:n:: I.Nheu: nl,:l;f. 0. •.nr D..r. Masonite Inte>'national Corporation Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing Arrangement Singles (wid1h) M." 2'0" 2'6" 02-0423.03 X 2'8" COP-V/L-MA0166-02 Application Filed) 47.0 NO 2'10" TO" Not Listed Not Listed3'6" 1 ,th) Arrangement- masonille International11 1• Rating Impacthated 2'8' + 1'0" 2'8" + 17 2'10" + 1'O" 02-0423.03 2'10" + 17 COP-WL-MA0168-02 Application Filed) 47.0 NO TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'D" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0423.03 17 + 2'10" + 17 COP-WL-MA0169-02 Application Filed) 47.0 NO 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + TO" 2'8" + 2'8" 2.8" + 2'8" 02-0423.03 COP-WL-MA0167-02 Application Filed) 47.0 NO2'10" + 2'10" TO" + TO" XX. OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0423.03 COP-WL-MA0170.02 Application Filed) 47.0 NO2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 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.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 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. Q O akcraff AR EK`• 1. ,.._ h'1R1:Mf.1.A.%S F.N'rKY OOOMS Ne..T••V•.rMrN.r rwv/Owr 1 Mn.r/ sa Mr+29,"M Masonite International Corporation ow oomftin droyr.m of produU inofoK d ml..f .omftmiam. dnpn.ml orodw 0.134.AW to Cha,Qr vdf,o,d "I". COP-WL-MAO100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Arrangement•Singles , , Miami-Oadd1 •Rating 1 1 2'0" 2'6" X 2.8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — Arrangement X0, OX, OXO Multiples1 2'8" + 1'D" Vlasonij1 COP-WL-MA0103-02 1' 02-0109.10 Application Fled) I 55.0 1 1 NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 17 3.0• + I'D" 37 + 1'2' 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 1'0" i'0" + 3'0" + 17 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" 37 + 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" 37 + 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" + 37 + 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. 13 Oak raft AR EK'" e..l.l...l,1i.. W.... " .,".. YIMM.Mrl.A55 vwrm, DOOMS leweu"w r reYn e>ret>•n a bre 29.2002 Masonite International Corporation ow cw wup program of otodw mwm era an sdeasc~s. desgn and orodua d'Q4 5.01M 10 enxlde - ,^A "Ice COP-WL-MA0100-02 FIBERGLASS DOORS n..,, "n 11n;tc 6'8" Height — Outswing viJaalut,, vuawon — 1 Singles I th), , I1' 1 I• I I. ct Rated 2'0" 2'6" X 2'8" COP WL MAO121 02 01-1031.02 76.0 NO 2'10" 3'0" TV Not Listed Not ListedArrangement X0, OX, NO Multiples 1th) 2'8" + IT masonii internationalI COP-WL-MA0123-02 02 0109.09 Application Filed) 55.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'D" 3'0" + 17 1'0" + 2'8" + 17 COP-Wi. MAO124.02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'P" 1'0" + 2'8" + 17 17 + 3'0" + 1'0" 17 + 2'10" + 1'2" 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: MAO122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + TV + 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" + 37 + 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, PA2O2 8 PA203. O akgiaff AR EK" r..l...1. I •T FIM4'.MGI.A4{ Y.NTMY'OOON{ d•'T "f O'°M- d" III O""•I Awl Masonite International Corporation Our 1omuw610 aodnm of orodud Ilnprovbnerll makes SOW"iM. deeyn 3-d orodua otUd SkdhW W CrWW "WA n01[e. COP-M-MA0100-02 . .... FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing SinglesArrangementIth) Masonil, t,' t 1120RIT1111111111III. I 2'0" 2.6" 02-0109.08 X 2T COP-WL-MA0106-02 (Application Filed) 70.0 NO 2'10" 3'0" 3'6"' Not Listed Not Listed — — 1 , I 1 it1. 2'8" + 1'0" 2'8" + 17 02-0109.082'10* + IT COP-WL-MA0108-02 Application Filed) 55.0 NO2.10" + 1'2" 37 + 'IT 3'0" + 17 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" X0.OX, OXO 1'0" + 2'8" + 1'0" 02-0109.08IT + 37 + 1'0" COP-WL-MA0109-02 Application Fled) 55.0 NO1'2" + 2'10" + 1*2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" 2'8" + 2'8" 02-0109.082'8" + 2'8" COP -WI. MA0107-02 Application Fled) 55.0 NO 2'10" + 2.10" 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 02-0109.082'8" + 2'8" + 2'8" + 2'8" COP-Wt. MA0110-02 Application Filed) 55.0 NO2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 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 8 PA203. 0 Oak raft AR EK" e1XIiX f.1.A\t RN'1'XV Uf)OXt rar+b.r.e r.•Pr 6nr)Dea.' a Eo.. AM 29.2002 r o. Masonite International Corporation Ov CC.e .0 010r.. Of ofCow mprwerllerll metes sOtC'l1Ce1X s. 0esgn fro mod", CCU, SVORCI 10 Chariot wilmOA mi-Ce. Opaque Units COP-WL-MA0100.02 - FIBERGLASS DOORS 8'0" Height — Outswing 1 , 2'0" 2'6" X 218" 2'10" 3'0" 3'6" ' FRI.I1' COP-WL-MA0126-02 I I• , 02-0109.07 Application Filed) 70.0 NO Not Listed Not Listed X0.OX, OXO 1'0" COP-Y/L-MA0128-02 02-0109.07 Application Filed) 55.0 NO 1'2" 2'10" + 'IT 2'10" + 17 37 + 1'0" 37 + 17 IT + 2'8" + 1'0" COP-IAIL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 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-MA0127-02 02-0109.07 Application Fled) 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: t. 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.masonile.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 Oak raft MTEK'- 1. e.are. F I"I: M C I. ASS kNA.my nOO,tt NetiRae"M lerryu t—Oeen /MC„90PA O.e a Dee•. Ame 29. 2W2 Masonite International Corporation OW to,amUaV eroanm of aloaw .emoea„tm mesn soeCoxmoro. etsge em W" ' dew sutwo to C"t WkW mike. MID-WL•MA0001-02 Unit SINGLE DOOR 6- TYP. r TYP. 61" UNIT 8'0" UNIT 13-15/16" 17-1/8- MAXIMUM ON CENTER TYR r 6 per vertical framing member 2 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 (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF h 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 PREM v':'(J/..,ice a• '7/t/t moo.. ro. ppid29.2002 Masonite International Corporation our dommumD Dr0p10m of 010dutl 0 010rtmMt aukts SOCC411CACM, dCW C00 D10duCt dn0d subjW 10 Cringe • 00N 001Kt. XO or OX ttlt 1 Unit ' SINGLE DOOR WITH 1 SIDELITE 3' I TYP. TYP. cL TYP. hTYP. 6- TYP. 611" 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. nough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and 810 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 of1-1/4" 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. al,nl 29 2702 Masonite International Co"poration Ow com.,. ^: vaio"w o.wua +no•o..meu m..n wecdc.wn. desgn W Y%d ' deud wago 10 enlnde "e1pYi nOKe. Ox0 Illfr I Unit ' SINGLE DOOR WITH 2 SIDELITES Ns• TYP. TYR CL TYP. TYR 6' TYR 6'8" UNIT 8'0" UNIT 13.15/16• 17-1/8' MAXIMUM ON CENTER TYR I 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t t t I I r •. Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 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 of1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. April 29.2002 Masonite International Corporation W CW.' Q woo"! +'l'.•:l.en.tn. nines otC.•/,Dan•. clo-Q. AN W W..n ocud S.W .o :4nQt .*.WA .0". MID•WL-MA0005-02 DOUBLE DOOR WITH 2 SIDELITES 6- 7 6 CL TyR TYR 4R TYR l 1 1 l! // l l 0 Mum Fastener Count 1 ll It ll ll l ll 11 1 I 11 11 1 (1 (I I 11 it 1 i i f t f f 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 6' TYR r6'8• UNIT 8'0' UNIT 13.15/16' 17.1/8- MAXIMUM ON CENTER TYR Rough Opening ' 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (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 /8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of AfISI/AF & PA NOS for southern pine lumber with a side member thickness of1.1/4" 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 April 29 2002 Masonite International Corporation ow comdwv POW— dI prodw mo 0+einerd maat3 idecdtargni. deign and aown deud •vOW1 10 c"anoe - hW naae xx 'O'11 . t Glazed Inswing Unit I FIBERGLASS DOORS APPRnVFD ARRANGEMENT: O 5ya, Double Door Maximum unit site • 6'0' x 6'8' Design Pressure 52.0/-52.0 Umited 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 37 x 6'8". 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: ao ao don oa ao ao nn 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 El 0 ° a 00 on as an no na 105 Series 106. 160 Series' 129 series' 12 R/L, 23 R/L. 2e RA 107 Series' 108 Series 30e Series Scrles• This glass kit may also be useo in the following door style: Eyebrow 5-panel with scroll Oak'r.— pIff E FULR( IASS I:NRY00S r•w,.T •...e re+N••(M De•r. PREMDaA",11W,n.. April29 2002 Masonite International Corporation dut CoMeWAb Mobtim or wooW mv0 MeM mkt% SWAKMOM. GtW SW WOW cud SVW to c"I "r1 d rot<( XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: y 1,r.: i T• e04 Series e10 Series 109 Series 114. 120. 122 152 Series ls9 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 O ak raft AR k EK" N-wT..w 0—r."ero, Omn aQE4;;MasoniteApfp29.2002 International Corporation 0, commu+p oloelam of ofoduO + V(Wemenl mikes Sfx Okalion. design ind dlodW mud Worm to cnylee -dnom mMCI XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size - 67 K 6T 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 beeil followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL.-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series t33, 135 Series 136 Series 822 Series 1/2 GLASS: 0 • 00 00 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 2+ R/L 107 Series 108 Series 304 Series Series- This glass id may also be used in the IollOwing door style: Eyebrovr 5-panel with scroll Oakc,raff ARTEK" t.•I.1..•I• I..m rW...• anlCrr.Lnai ul.'r llv,unult. r.d..t...,.a-.rrv-tM.r 0— Acid 29. 2002 Masonite International Corpora ion dui Cw.l nt e1ee14m or WOOUCI me.e+tmem ntrl is fpKa4i1Qn1. oetgn lb ;pttutl OtQA %,Llttl IC Cunt -w A ne14t. XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: k W Series e10 Series t09 Series 11e, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a o 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Serles 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 Taff AR EK" k.. ••,.•,• r.• rl'uCwr:,. ,. %,< C,rl s •unurr% a.6..-«q..ry-IwrO.e.r R s(..// J:... April 29.2002 Matonike international Corporation out comb Moc, M poeun mafo, mcra make, smaicawns, ets en and MOeucl eet] A 10 C"e.00.1 M-ce OXO Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Single Door with 2 Sidelites Maximum unit site • 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 for a specific building design and geographic rotation is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY. DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL.-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 09 00 r00 00 H 00 100 series 133. 135 Series 136 Series 822 Series 1/ 2 GLASS: 0 0u ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R0. 107 Series' 108 Series 3M Series I eries' Ttus grass kit may also be used in the following door style: Eyebrow $-panel with scroll Oak raft AR _k EK" t j1.1i j1.11e- 1•. 1•.e• ea. i.•..w re.p.. 4+n O•.n turn. • a t,...1. luu Kr:Lw... UN 11r uuoKs April29. 2002 Masonite International Corporation 0,,. coon"u "e 010e11.n 01 Wooua +00.0+t" Mt —ice$ SOte0K.14-S. ees'en 00 WNW at" Sublet 10 0^1 -Otqul 001Kt. OXO Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 e a p: 00 00 e0e Series e10 Series 109 series 111, 120, 122 152 Series 1 9 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R. 23L e50 Series 152 Series 149 Series 109 Series 120, 122 series 300 Series 2eR, 2el Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 Oak raft AR EK'- e.1i. ..lr 1•., 1'IOLI NLA]] L'N7'N 1' U1111Nb nl-rA.wNrarNue^-1 D.^•• n r.n1• Apr029,2002 Masonite International Corporation N, com .M WDW3. o1 ploouet implov enl OW es %peeitiWioM. oetgn and woo., pet" sut"Ca to c"e -snout nice. OXX0 '' r ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Double Door with 2 Sidelites Mardmum unit size • 127 x 6'8' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure 52.0/-52.0 Umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resisunt requirements for a specific building design and geographic location Is determined by ASCE 7•national, state or local building codes specify ins edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MAOOO5-02 or MAD-WL-MAOOO8-02 and MAD-WI_-MAOO41-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0OO5-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 don ao 00 00 0 0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 Ell0U 0 0 El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RA. 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-Panel with scroll Oak raft AR k EK" fijly ' • r r'• Ir1111'MGLASS lrPl'M\' OOUNS w.L•.,r.r«.P"f'"'t O•r` April2y 2002 Masonite International Corporation ow Cont^wv Dr0prrm Of O100"i m0r0•emMt mats Weed atons, De+pn lnD NOOOCI wag su0Kt. 10 CN"Dt -drW M1[t OXXO ' ' '' ' ' Glazed Inswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0 404 Series e10 Series 109 Series 114, 120. 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: a rt r 129 Series 200 Series 12R. 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2/R, 21L 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 Oak raft AR EK" r.al ...lr Irem 141I L•IIIar\D%CHIM\'llPn41.. ra.b. trwrv"b,.r o«r. t r C„Ms J • Ow• r 0• April 29.2002 Masonite International Corporation Ow comIm Iko wWnm 01 woo o tnwottmem mates speca"ons. eesgn Ina woaucl ottad %.age, to cMnet wt11001 notKt. XX ' ' ' ' ' ' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: T Nate: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit We • 6'0' x 8'0' Design Pressure 40.0/-40.0 Umiled 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: 1/2 GLASS: a 00 e0e Series DID 0o 00 8Z2 series 108 Series Oak raft AR k EK' r L..l•.I..rw •'.- ICI II L'Mf'. 1.A.i\ lr•1'1'N 1 UUUN] rMT..wNfMLYr LrvT 0- Mn'.• PRF N......G./wwv,n l April 29.2002 Masonite International Corporation 0w LOM.-N YOdlim or Meow •OYOweme0l O kel $Maico ors. desld0 AM 0,00.0 003A Walecl to 0^e .nM." mice. XX COP•WL-MA0147.02 Glazed Inswing Unit I 8'019 FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0i 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). e 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR EKr' e.tr t:•• r r •T MIUL.,. 1)11.1M t-...r..vNrMNuL.vr (?w.. aNl:l.\.l: .l"1 Aprd2g 2002 ow con4rom0 or001sm Or WOW •"o•o•emeru awes sttdrknom, 0ts;p 3rd 0,0d r Masonite International Corporation Otua 100Rtt t0 ewge .dram •0t2e XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 87. Single Door with 1 Sidelite Maximum unit size . 67 x 87 Design Pressure 40.0/-40.0 Umited crater 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-NIL-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 0o 822 Series 1/2 GLASS: ke;l• a 00 404 series 108 series 0 Oak raft AR EK" r•.1.11••1.1,•-// LL/1 111III1MGI,At$I: V'IMY•II/Illgp E—a•^ PREM ':'i.•//...,. Aprd29 2002 ou, wimume 0•od,anl of Moo•a •0o,0•"%cm makes sm"43140s. despn 3^d O,oducl Masonite international Corporation oel•• 1.4o. to [nanee vdnWl Kl XO or OX ' • ' ' ' ' ' Glazed Inswing Unit ' 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 8 300 Series 10 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 31132" 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: BCCOM202 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). 1 / && - State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'• ,•, .,:••1,1.•_ t••e.l aIr1ULMCilASSL'N'rMY Ul1UMt I.aroT•••••••'••ebe e•of Oew. W PREMay..(. rY1n :J1-:. Apid29 2002 Masonite International Corporation Our contumnp proerem of wopun •nproremmt mates $petur 814M. dew. rn0 prodw WU0 supitcl to ClUnee -how not -cc. COP-WL-MA0149.02 Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 IR2: Y F7:1 Single Door with 2 Sidelites matamum unit size • 9'0' 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 TO" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specilic building design and geographic location Is determined by ASCE 7-national, state or local building codes 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: 1/2 GLASS: n 00 e0e Series Dm no 00 822 Series 0 108 Series U Oak raft AR EK" t•.1•.1••lel.• kT..r.trMip.. r+•lOw.. Ca1'I IILMI:LA\\ L`ry'1'M 1 UIIIIM.\ Aotif 29. 2002 MaSOnitC InlCrnatiOnal COrpOrdtiOn 0o Comm g ploglam of Woo, mol&""j maeea aotMKnUm. oesgn and POW dtUe %U*C1 to Crwlpt "000 W-Ct. Ox0 I t . ' t Glazed Inswing Unit ' 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: e50 Series 852 Series 810 Series Series CERTIFIED TEST REPORTS: CTLA-805W 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak gaff AR EK'" eiw • •e .aT a.u..../rwp..e,.no.... PRf 1 G'R(,/..:... rOuuroe.wss Nn'rKr•uvoKs April 29.2002 Masonite International Corporation Ow corom,inp prop.im or p.opun mprorwmem makes SWd"iOnS, eesryn ins proeun eeuw town to cMnoe reran wict. COP-WL-MA0150-02GlazedInswingUnit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: r: O O Double Door with 2 Sidelites mardmum unit size - 127 x 8'o- 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: a 00 aoa Series 00 00 322 series 108 Series Oak gaff AR EK'- ei.r•.t••r. rr•T Ir1ULr Mf1K(1L, L.SS L'N'rM 1' UUU1c% rsL.rn11-pu e•w.r r>= rv n• ° April 29.2002 Masonite International Corporation our co"J" croCnm at Vogue, ""ernem rruises soadicnons, desgn+na Vogue, druid S000 to cnmge -anon M". OXX0 I I I t Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: v• 1 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 Oak raft AR EK" W.. •... " L' IIIULN(:LAC{ ry'r-VM\• 01).11" nNCeMT•Yn IMap••WrOw•• x)/V// nN 0 Aped 29.2002 Masonite International Corporation out Commudq diagram at Woo.0 •nWt m" makes smacnnns. design and podutl detsd taa1K1 to cringe .drool naKe XX/ 1 ' ' 1 e I Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8'. Double Door Maximum unit size • 6'0' x 6'8' Design Pressure 55.0/-55.0 Umlted water unless special threshold design Is us d. 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 Iota building codes specify the ed10on 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: MM ttl a m don am as 00 no ao on00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M OD ° na na oo ao as as 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 RA. 107 Series' 108 Series 30e Series Series' This 913SS kit may also be used in the following door style: Eyebrow S-panel with scroll O ak raft AR EK" e..rN.r.• • r'•T r.. r... • <..•.•. nuewr.cnzs L'•N1'N\' UIIU N.\ ws.w.e Dea... PMRC., 1n( Masonite international CorporationApril29.2002 Ou• caronwro aoeum or d.odua .,,emenr msres sdeedtetonl, design and mddun deud suorea a crwge wdnwr rorce XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: M1.1 JI Ij QQ e04 Series a 10 Series CERTIFIED TEST REPORTS: COP-WL-MA0162-02 FIBERGLASS DOORS FULL GLASS: 5 y 109 Series 11e. 120. 122 1S2 Series 149 Serbs 300 Series Series CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &&43 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" a • -. • . f. ...., 1.. 19ULMta.U1 LN'rM Y,000MS f.r..a... r-..p... r.+.e o... rv+n• j Aprii29.2002 Masonite International Corporation pf" CO"Imume DrWam of pleft,0 i"p"MMl males SWO;Oala"a• oefq" AM 010" enaa 1.0* l 1p e"a" t ..""0ul "01Se XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0 0 81'0" 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 size . 6'0- x 8'0- Design Pressure 47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•natlonal. 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: DID 822 Series 1/2 GLASS: 00 4O4 Series 108 Series U Oak raft AR EK" 111ULXGLASS L'N'rX\' UUOXS rw.u.v.d rs.p.v env, o.., x xC,'Mq'.+ o O.• r 0. Ap'a29.2002 Masonite International Corporation OW edmtWmg W00.3m 01016" t 0-0 me/n mutt sm"4"Ons, dn.dn and Wod"I dead 10,10 tit [Noce .4140 1geet 4 Ella O{P TIONAL SS8 aAS3 OR SEE SEC fIal B-B AVAILABLE c 3 41 INTaaImuTE SfLEs fa(amPle• weoocn000IE uPcnv+/c,, i WnatmrRn> REV. A I y III * IIIkk \kIII III \,kIIIIII \\I kk N REVISIONS ZONE: DATE: ECN NO. APPVD: 82 11/00 - MWw I OTY (1) WA 20 G MN. DO SEES ATTACHED ro DOOR 90M WAIN PAfiMED TOG-L-4= SYSTEM TOP. BOTTOM t CYJIIERj 1 DESCRIPTION FOR TRACT( BOLT NOREWHYK ooaa MLr g IAJoGI fJLV, sIm FLAIO TIRA T. - W DOD RAJ Csuers LISTED (}tee HEADROOMLOW TRACK AVAILABLE AS AN OPTION YEW V r Exv. STEEL T.. 1• MeL TRACK THICKNESS: jOW QWINSON) TWO POILI IDWC O Q (WR-RAC ETTS PV.M II40f TiRK1RT, ry aQ ' Lm TOP ewa¢T REPORT#9606C TRACK K m . GJ• IN U A-2ItS. OL43L Sae PU2IN2nr » VV O11pN PAITFRN Q. E. TWO U-SARS ON BOTTOM SECTION. ONE U- BASIS ON TEXT SECTION. CM) I144/e• SNQT IETK SCREWS OPTIONAL WITS A ` OPTIONAL OUTSIDE IR1ED LOCK POSITION MAR. DOOR IoIN - er-or lESIDEIIEYATSIEIS 14M I: BODIES UP TO r-p• r OBL/SST OF {) SECTIONS OOOTLS OWI Y-0 HIFJI CONSIST of ( SELiIO1R (Ibf SMOwM). FIIONT FRAME WITH U.V. iASJrn U4 M ISpEW9 W Ia Cwm amocirmcSURFACE = NOT TeDIASD) ro A & A RON MOUITYC 2• THICK SAEYMZ I alazom AL "M Do NOr TRANSFER LOAD, n n p3B gAt', S ON OPTIOHK 10 TQNW 2.6 YELLOW PIKE .IAMB 1/a ACMTNIC LffE .l1IE 25 G YIN. sREL IIBLDm IIM9a[ sRTIb1 R-B UTE RETAINER - 10 PSQEWAN SAD SCREW II G GIW. STEM 144A 3MO NE /19%I D ro rAC SALE WRIT ONEs/le'. I.TO Sw CommWITHC-w LeL ExVAl CoBNUCD-dI AIB1EA. PER UIE) e N AICIpK ON II OEOET6 (C-a0 ACRV R TRACKPERITIAP( Tlf/GQl Top ACOAK PTO20pp SAW LAT1aN DILJiFES ''/BL i AP2C04KI ON1)=IP a mC 1/ r. J o sEs Lf 0 r Sys. 14 Co f10 wMrs3 In 6E>LiL r INIrRKSTNATr NIINFI STOP MOULDING BY DOOR INSTAIEEA ETD SUIT) r20 G MPL CALV. STEEL END STILE 20 G C LV. STEM KIM STILE B PER TLOUER) SIOO a STFE1 sm. 12 G GK S, p Q SHW IAET ONE P9 MIN. tNCH(N L 1* 0.0 WIN aASHERD ERN REQLVED' ASIENOI (ONE 10 CA CKV. STEEL CENTER WINCE 2GN.v. STEEL TRADE FASTENED m J IA a GLv. STD ROUfA /O1G[S fAlSlipa'p m NRR. SIIFS W/(a) BRACKET ARAOED W/( 4) INFER. STU 144/e• SIEE7IEiKEACHSIDEOF DOOR. WITH AP' M10oF5 Y r eC OIXfO H NOT IEOUE m) ro PROYOE A FLU91 IKDurtet 12 G OALV. STEEL TRACK BRACKETS. fASTDIED ro END STIfS UON E/(I) I 4/e' SIQE U(TK SpRW4 TRACK ATTACHED ro EACH BRACKET SET TAT SERWS NO SIP LAP JOINTS. SUIRDXXRE, NBLRPWMZONFAL JAMBS NO TRANSFER 11101e• WITH ONE 1/4.4/e BOLT t MIT 4) 1 4 .J/4 sEli TAPPING SQC\5 PER ENO K01Ci TV UDAo ORTWO1/ 4• o1A ar.Ers alnsa KEYED KAraLE I4 aFxv, sTLR END 2. OM SORT -STEM. 10 BALL STEEL ROLLER ENO EACH STME I51 Anom MARK WESTERFIE D. PE FASTENED STIES : TO Eo114/e• SHEETSTI WSW MAIIDIE STILE PREPARATION OF JAMBS BY OTHIM S6RQL C-O FLORIDA P.E. 144a5 NORTH NORTH WOLI APE /230.12 J• TALL U_ w t (4) 1/4•.3/4• SELL OUTSIDE KEYED IRK% LBO( BAR 20 G ULV. STEEL MIN. YEw SRENCK w KS TNS7K: SCRM -'" "----fin"` TRACK w NOTETHEDESCN DESIGN LOADS: +24.0 PSF h -24.5 PSF WrSIDE o SIX SAL BE THE RESPONSIBILITY PROFESSIONAL OF TEST LOADS: +36.0 PSF k -37.0 PSF J' TALL. . 20 G Giv, TREE U-lW6 FRD IN A 2- 1-2-1 PASTE IN of TWO U-8NK STILE IUHBLE RDE BOLT LOCK EHGCES of DOOR. RECORD FOR THE BL6M/C OR SERUCrU E AND IN ACCORDANCE WITH QRINCM SLALOM CODES FOR THE CONS LISTED ON wawa OAAENCa +[ aom w aAK 17a ORAaWIC. PART NO.: - 1-7/e' T am BOTTOM SECRON. pQ U-BAR am MER SELTOM ETC fAQM U-BW ATTACHED WITN 1 a'J 4' 4 TAPPING SCREWS PER s INTO YERERTKX ntNm ONE LOCK 0M EAQ SIDE WOCC r mwr crs m. EMhp SW d Oth—I.. TOLERANCES w m. IL. em va (peep 12 WOW A $ Ae I= CEIc Kati 45202 IDEAL OF ooaIEt Ir s.e...a Ara aoFw.I, 0 t.0} 3H rd Na I-31J-81-Ee00 OYIAD T107OonuE. fm No. 1-sl Te2-}S19 esrlKnM A -A 790E NE111 LOCK t IJ G D WITLV.H 2) 1441BOTTOSHEET T. ATTAOED E1TI1 (I) IIIO/e• 9EQ MCTK SCREWS. I b° ,," F,,, „ ae w IN -.e.. wq Ay w ty w ..r d Aar — Nr e..r w 00 . 1.015 000 - t.005 0000 - i.001 DESCRIPTION: MODEL 6RST W4 16-0 8-0: 24/-24.5 DESIGN LOAD DRAWN BY: BRIM DATE: 4/18/00 SCALE: NTSOWE. KINnaLI CITRUSaM A" 9 rcea . 2: 1/ Z CHECKED BY: MAW DATE: 4/18/00 SHEET I OF 1 SIZE IJ t VYfrL WEAi1416TRV. rhld "I Projecti_ U k.a Stet d OUw.T.. 1aMEnsQIs ARE IN P/ QES. DWG. NO.: 102138 REV. NO. 1 4 3 2 Y J r C() i! JURDINS DIV. A 1 r+ 3 z 1 MODEL: 6RST (25 GA. STEEL SKIN) I REVISIONS MODEL: 4RST (24 GA. STEEL SKIN IRV. NOI ZONE: I DATE: I ECN NO.IAPPVD:l DESCRIPTION OPTIONAL DSB (LASS OR LISTED Fl As 1 11/00 - Mww CITY (1) WAS (2) FOR TRACK BOLT WKACRYLIC UTES AVAILABLE 1) INTERMEDIATE SRLE SECTION 8-8) ATTACHED W/ TOG-L-LOG (SOP h BO 20 GA. MIN. FN0 STILES ATTACHED TO DOOR MID UfZETFiANE ADHESIVE (ALONG CEME SK91 WITH PATENTED TOG -I -LOG SYSTEIA '-• 2' r14Ot 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY A OP, BOTTOM EI COMM). 20 GOL GALV. STEEL DOOR INSTALLER (To SUIT) 3.r n rTE 3 C.A. CALV. STEEL FUG BRACKET. REPORT#9606C 'B u r:,m EACH FASTENED TO W000 JAMB WITH1 BRACKETET ATTACHED EACH 3) 5/16'x I -5/8' WOOD LAO SCREWS. 25 GOL MIN. GALV. STEEL SKIN COATED 14 X SNEET tVAlum DOUBLE TRACK LOCK PIDES)N WITH A BAKED -ON PRDAM, oCK CONFIGURATION LOW HEADROOM IS BOTH SLOES) AND ABASED -ON POLYESTER SHIP LAP J0NM G3 AVAILABLE AS AN OPTION TWO POINT LOCKING TOP COAT APPLIED TO 80TH DOORSIDESOFSTEELSION. 14 K:L GALv, Sim 52 HEIGHTEND1' ONE 3' TAIL x FASTTT m TO Trim 2S 6 -6 7 20 GOL U-BAR (50 KSI) SIIES W4) 14d . 1 2' GALV. STEEL TRACK. -0 6 PER DOOR SECTION. SINE) I '. .L. MEN. TRACK THICKNESS: .060' - END SLIDE BOLT i (4) 1/4'a/4' ST3F I SnLE LOCK ENGAGES TAmw SAWS,- Q 8 -0 88 INTO VERTICAL 3: r,N S ._. LOCK ONONE 3' uu . 20 a w.v. Z TYP. RACK ' x 12BRAG ET GALV. STEEL TRACK BRACKET. M0 OF A EACH SIDE PSmERSECTM 0CH U-W ATrAOIu (4 TRACK BRACKETS PER SLOE OPTIONAL OUTSIDE KEYED LOCK POSH OF DOOR. M111 IHO t/4'a/4' SELF TAPPva 4 MAX. DOOR WIDTH 9'0' SCiETWs 1 A snE 1xATKIK. LHR TOP BRACKET H INSIDE n 1K BOLT DOUBLE HORIZONTAL O 114x5/8- SHEET METAL SCREWS LOCI( OPTION TRACK NOTE 1- DOORS UP TO 7'-0' HIGH CONSIST OF ({) SECTIONS (SHOWN)). FRONT FRAME WITH U.V. DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACE DOUBLE TRACK c iwiThir LOW HEADROOM OPTION BRACKET. ATTACHED WITH TWO 1/4'x3/4' SELF 1 2 x3' LAG SCREWS ON 24 CENTERS. 1' O.D. MIN. /14C/8 SHEET t$TAL SCREW& TAPPING SCREWS. WASHER REWIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GAS OR OPTIONAL 10 SCREW 14 A ND HINGES 18 GA INTERMEDIATE HINGE ( NOT REOUM) TO PROVIDE A FLUSH MOUNTING AU.AM WEAA 1/8' ACRYLIC LITE WINDOW UTVIEW 'BFSURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. SECTION R-R NEW 'C' SECTION A -A (SIDE VILIY) 18x3/{' PAN HEAD SCREW VER Al uuB ATTACHMENT (._'jQQ$ MOLDED INSIDE ( 10 SCREWS PER U1E) END 2 SI MIN. CONCRETE COLUMNI: STILErSTOPMOULDINGBYDOORINSTALLER (TO SUIT) 3 8 x1 SLEEVE ANCHORS ON 24'-CENTERS (BOTH LITE RETAIL INTER. 2x6 YELLOW PINE JAMB 1 _... / r20 GA. MIN. GALV. STEEL ENO STILE C-90 BLOCK OR 2A00 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILEINTER 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WRH ONE 5/I6'xl-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO -7 12 CA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4-x5/8' BOLT h NUT OR TWO 1/4' DIA RIVETS. 1/4 x4 TAPCON SCREWS ON 24 CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH20CA. GALV. STEEL INTER. SnLE SLEEVE ANCHORS, O.D. MIN. WASHERS REQUIRED HWITHTAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. OUTSIDE KEYED I ` 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 114x5/8' SHEET METAL 1 14 GA. GALV. STEEL ROVER HINGES FASTENED TO ENO STILES EACH W/(t) 14x5 B' SHEET METAL SCREWS AN 4) 14'x3/4' SELF TAPPING SCREWS PER END HINGE ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE SEND I I7STILE OUTSIDE KEYED IOCK INSIDE HANDLELOCK BAR LOCKING PREPARATION OF JAMBS 13Y OTHERS `2- OIA. SHORT STEM. 10 BALL STEEL ROLLER. pn, Uk- Staw Kn1 JAMB CONFIGURATI TOLERANCES a. SECTION C-C e.q i .0 t.03NOTE2: THE DESIGN Of TIRES THE PR STRUCTURAL ELEMENTS ii°"'O` 11° .00 t.015SHALLBETHERESPONSIBILITYOFFTHEPROFES510NAL. OF ww1 A, y.i .rL rr. a u..q .r aRECORDFORTHEBUILDINGORSTRUCTUREANDINACCORDANCE .000 t .005 WITH CURRENT MARK WESTERFIELD P.E. 1 s..~.'~ 0000 t.001 THIS ORAWINC. BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. 148495 A SAL s Degreex t 1/2' Third NORTH CAROLINA P.E. 123832 ! TNrd Bon - t1Nea. S1atW ghvris4 06IFN90r6 ARE N WDIE 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C C Al DESIGN LOADS: +25.0 P.S.F. k -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. m'Q-+L"` PART NO.: - 71"A T 312 V*.A SL Sul. Hm A HPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD V BY: BMM I DATE: 4/18/00 SCALE: NIS DWG.T CED BY: MWW DATE: 4/18/00 SHEET I OF t SIZE B NO.: 10213E 1 REV. NO. I 2 APaB9898Pf arae,W-r,. ......- fVU l%AL ] VJy. REVISIONS PERMIT # 0-3-5-6 ADDRESS 006 C(Cjd,0Sda-(?-Q CONTRACTOR DATE h 3 PH # L({-"`J 'I IUI P1t4 ZfJf FAX #1'S/ DESURITION OF REVISION: J O DES - , UTILITIES FIRE BLDG ! REVISIONS PERMIT # 03 - /,S/6 ADDRESS CONTRACTOR DATE CL-7 PH#ZG ) FAX # ol DESCPRITION OF REVISION: zo Is 742 12. i UTILITIES FIRE BLDG EDWA CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 308 CLYDESDALE CIR for which permit 03-00001516 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Buildin Official "pr.ior to the issuance of said building permit, to wit as St,, , t, ;_ complies with all the building, plumbing, electri6hl, zoning 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: FIRE: Finaled J O fJ<<, J Inspected ZONING: Inspected UTILITIES: Water n1,1 Sewer Lines In Q (l• Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name / Street Signs q D tf3 QS.n.r c s Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES FAID DATE APPROVAL DATE AMOUNT 5 23 03 4/11/03 6/23/03 5/08/03 4/11/03 4/11/03 4/11/03 4/11/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 308 CLYDESDALE CIR for which permit 03-00001516 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL ' Subdivision Regulations Apply: Yes No 01-PLAN RESTAMP/RECERTIFY 7/16/03 70.00 01-PLAN RESTAMP/RECERTIFY 8/04/03 70.00 01-PLAN ALTERATIONS 4V28/03 70.00 01-POLICE IMPACT - RESID 4/11/03 91.93 01-RADON GAS TAX FEE 4/11/03 17.34 01-ftOAD IMPACT FEES 4/11/03 847.00 01-RECOVERY FD/CERT. PGM. 4/11/03 17.34 01-SCHOOL IMPACT FEE 4/11/03 1384.00 WD IMPACT:SINGLE FAMILY 4/11/03 650.00 SD IMPACT:SINGLE FAMILY 4/11/03 1700.00 E? fA, 0 0v41 1 Caw S OWNER BUILDING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: G CONTRACTOR: PHONE#: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Xngineering DPublic Works Utilities 0 Fire OZoning 0 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) S-%k 1G8 op-- S M L u PAL CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT ADDRESS: CONTRACTOR: P, PHONE #: 52,U=1 Lmli- Z10 33ogo ed' 81ao G. The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 3Engineering C tublicWorks / Utilities O Fire OZoning OLicensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 0/ *lg r PERMIT #:- a 3 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 1 Engineering Public Works l 2utilities l A OFire OZoning OLiceasin CONDITIONS: (TO BE COMPLkJE4 ONLY IF APPROVJL 1e6ONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on oacies 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 308 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 1F' or ##.#####f O NAD 1927 NAD 1983 USGS Quad Map O Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Lone AO, use depth of floocroV) 1202890045 E 4/17195 4/17,95 X 27.5 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile FIRM Community Determined ® Other(Describe): NEAL HILER ENGINEERING, INC 811. Indicate the elevation datum used for the BFE in B9: ® 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 Ureter Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. CZ Building Diagram Number 1(Select the building diagram most similar to the building for which this oertificate is being completed - see pages 6 and 7. If no diagram aocurately 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, AftE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-a4 below according to the bolding 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) 49. 1 fl.(m) o b) Top of next higher floor NIA. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA , ft.(m) a o o d) Attached garage (top of slab) 48. 5 fl.(m) w , o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 48 4 ft(m) E cc o f) Lowest adjacent (finished) grade (LAG) 47.3 ft.(m) m o g) Highest adjacent (finished) grade (HAG) 48. 0 ft.(m) o h) No. of permanent openings (Hood vents) within 1 f . above adjacent grade 0 o 0 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, 8, 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: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOLITHXRE T,k3TE.1 ORIANDO FL 32803 SIGNATURE f W DATE TELEPHONE 826103 (407) 42r"r7979 FEMA Form 81-31, January 2003/ See reverse side for continuation. Replaces all previous editions MPORTANT: In these spaces, copy the corresponding information from Section A ( For Insurance Company Use. ( BUILDING STREET ADDRESS (Inducr g Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 308 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHRECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agenticompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C Check hererf attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WRHOUT BFE) For Zane AO and Zane A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _ln.(crm) above or below (check one) the highest adJacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6.8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ f .(m) ._tn.(c m) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's fkoodplain 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 C31 only), and E for Zone A (without a FEMAmissued or community - issued BFE) or Zone AO must sign here. The statements in Seciions A a C, and E are card to the best of my krrokMedge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP 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 item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER PERMIT ISSUED DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _tL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions AS RECORDED IN PLAT BOOK PLAT OP :SURVEY DESCRIPTION: (AS FURNISHED) LOT 5, BAKERS CROSSING PHASE 2, 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 4 PROPOSED ROSE HILL PHASE II LOT 2 I LOT 3 65.00' 9S S89-33'46"E LOT 5 1"-30' GRAPHIC SCALE 0 15 30 Ln 00 N O O Z CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.M. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA TERRENCE W. SALSBURY AND SHEILA C C SALSBURY 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 08-23-03, 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. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 5 AS BEING N89'33'46" W PER PLAT. FIELD DATE:) 5-05-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM 7INAL 6-23 -03 CKB FORMBOARO 5-09-03 CKB MODEL CHANGE 2-27-03 JML PLOT PLAN 2-17-03 CC/JML 40.0' 7.5' — LOT 6 o a N DO OONESTORY '^Q DO b CONCRETE BLOCK ui RESIDENCE LD a FINISH FLOOR a ;V 16 45'49' 0 ELEVATION-49.05 .— L= 21.94' O COVERED N R = 75.00' ENTRY 5.3 o a CB=S62'27'15"W 13.0' a v 17.7' 7.5' r C=21.8774. h 2.M2......_.: W 'CONCRI:TE-.F4 TYP 3' C'RIVEWAY:' 0,0 g fir+ pity e WALK I 9RgO %O, OFF Y ry hor ,y0 d o yrQ• 'V ,y i v`0 vy/ LEGEND PC - BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE a 0 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CID CONCRETI: PAD CS CONCRETE" SLAB C CHORD LENGTH PK PARKER V:ALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 I O A 36 j7 33" Ce= 3o005jq'2507" W dPT o a-°s G 0 FND NAIL AND DISC LB #4671 (08/23/03) SET 1/2" IRON ROD AND CAP Q LB 16393 (08/23/03) 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 COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE 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 IN CHAPTER 61C17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. JOB NO. ASM40140 DRAWN BY: FOR THE FIRM GALEN K. BELL PSMI #41224 DATE