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HomeMy WebLinkAbout286 Clydesdale Cir7 • ` M V lam'♦\ U) SUBDIVISIONcn PERMIT ADDRESS U1 CONTRACTOR D R Horton ADDRESS _6250 Hazeltine Nat-1 Dr #102 Orlando, FL 32822 (407)857.9101 CBC 055300 PHONE NUMBER PROPERTY OWNER S ADDRESS 7PHONE NUMBER ELECTRICAL CONTRACTOR 1 MECHANICAL CONTRACTOR L a PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # � �� � ` DATE � � C; PERMIT DESCRIPTION �L \ PERMIT VALUATION ` K0 4�J SQUARE FOOTAGE IR61w, CITY OF sANFORD PERMIT APPLICATION Permit # .T(J �� Date: _ Job Address: �i� /L` JI `� /%- �111� �� It /� i1" * i Description of Work: Historic District: Zoning: Value of Work Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of gMPS Addition/Alteration Change of Service Temporbi'y Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & ]energy Ca1E. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requis eei. for oa)iet tilfaa Y) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: MASUER < T= & AM CO i �� 09 Ti r • ate License Number 8 Q.. U&S - - _ _t. . n - - —. Phone & Fax: -�' T+! i % i' J i ca .�f �1�t llsrrrt'�A i Pt�N-1 3 ` 0 l50,53604 Bonding Company: Address: a Mortgage Lender: Address: Architect/Engineer: Phone: Address: - 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 w the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will ne in compliance with all applicable: laws rcgtjating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCE ENT MAY RESULT iN 1'OiJ: j'l, ; p1(i TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ONSU T WITH YOUR LENDER OR Ali! ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictio applicable o ��}}''s pr rty that be ound in the public records of this county, and there may be additional permits required from other governmental enti7such as ter tfiazta ment dis icts, s e agencies, on/fe:dei A agencies. Acceptance of permit is verification that 1 will notify the owner of the property of e requ77e> Flo . a w, FS�3./8 I C) Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 0%%iier/Agent is _ Personalh Kno�m to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: :Initial & Date) 5accial Conditions: Sign e of Connetor/Agent Date ART G. DELLO R USSO rint Con ctor Agent' N e 1cs Signature of No_ v-State of Florida Date -4 •, DIANE CAROL TOOKMAMA.. �.•, MY COMMISSION # OD 1842' Contractor/Ac:-::s _ Person �E o,�i M15VIRES: February 17.2007 Produce D ThruNotaryPublcundenvritr (Initial & Date) (Initial & Date) FD: �_ (lnitial & Dail 6-06-21213 7:O9AM FROM w,cro:•r►. •1 . *rr.��.,tv,.+„•.rre•.r;c..:. ,n�,asr�•. .�.. • CITY OF SANFORD PZRNIIT APPLICATION Date: VOW (0 W ' ITT'- Fire S nnkler/Alarm Pool _ Permit Type Building._— Electrical Mechanical Plumbing P r — Eleetricxl: New Service - tl of AMPS _l.. Addition/Alteration Chan9c Of Service TerrtpoMry Pole _ (Duct Layout &Energy C81c. Required) Mechanical: Residential Non•Rcsidential Replacement New PluMbinV New Commercial: is of Fixtures V of WateT & Sewer Lines is of Geis, Lines _ Plumbing/IVew Residential: N of Water Closcls._ Plumbing Repair - Residential or Commercial Occupancy Type: Residential V' Commercial Industrial Total Square Fout2ge. -- Construction Type:. iv of Stories: is of Dwelling Units: flood zone: . (FEh1A form required for other than x) Parcel a: (Aach Proof of Ownership er..Lagal Dcwcriptlon) e sr� z. J1a+ l Qwncra Name 6o Addre: �s n � / 3 ' J 2_ r� Y l� Phone: _7 0 7 _ Contractor amc & A l ddres,•: �i tascLl�'CnGCNumber UUl _ St �//��/�\�� I y 4 s r gC � s e P h o ne: Phone & Fax: .. � Contact Person: _.... Bonding company: -- Addre,c Morigagt Lender. AddreSG Archilvtt/Engincer: Phont. Fu: Address: — Application is hereby made to obtain a permit lu do the work snd imutllations as indicated. I certify that no w(xk or installanon has commenced prior to :•hc issuance or a permit and that all work will be perfnrrnod to meet standards of all lawsI FURNACES, in this LERSnNhcuon- I TANKS Mmnla d thut '. scparrw permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, AIR CONDITIONERS, ctc. OWNFR'S AFFIDAVIT: 1 certify that all os•the foregoing information is accurau and that all w%" will be done in comphantt vnds all applicoble laws nguianng construction and zoning. WARNING TO OWNER: YOUR FAILURB TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYP C' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WFPI YOUR LENDER OR AN ATTORNEY BEFORE Rh:C C)RUINO YOUR NOTICE. OF COMMENCEMENT. NOTICE: In addition to she nequiremenu of thin pcirrtiL Ihert may be additional restrictions applicable to this property t)ut nny bt found in the public rc<ords of this county, and there Troy be additional permits rrquirod fmm other gOvernmenul entities such as w%= management distracts, stare gcTicies, or icdcrsi agencies. Acceptance: of permit is vcritication ih�i I will notify the owner of tht property of the requirtmcnts of florid en Lsw, 713. . - � •• _ - UeIC .�Ij',Tldlure of i0nfnelnr/Agctlt Dale Signature urOwner/ASCnt _. YACkPS Print Owncr/Agent's Name Print Cuntrx torrAgcnt Vu;c Sit:naturc of Nutary•Stat+ of Flnnda f)atc Air, Iurca. f ' t ,y Stuc t lwncr/nGcnt is .._ Pcrsunnny Knnwn to Mu of (.'u„Vtnctor/A,cnt Is vcrcr,n;:ly Known to Ni, w ._ Prnducur4 IU /_unityg' Af`I'LI Al lUN` AI'1'I<OV f,h UY' Illdg: __•_• . Inniai n U'auc (I,w;ial S Ujlc (Ltiiial 5: I)aw) (hostel & [)ate) t ) -- _ Marie A. Zettlemoyer ���Ay r � ' ' - Commission #DD2213V Expires: Jul 15, 200•/ ... • Bonded Thru e,10F fu Atlantic Bonding Co., Inc Iu�lnlullnlum��momlemumulnunlnminn THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04849 PG 1299 CLERK'S # 2003094265 RECORDED 06/04/2003 IM 10t0fi AM RECORDING FEES 6.00 RECORDED BY L McKinley 286 %1 �pdesc�l-e C.i-. NOTICE OF COMMENCEMENT (Prepare in duplicate) CERTIFIED COPY M YANE CNR uMO PSE CLERK ORtDIi SEMIN LE WUN pEPU ,t..E. The undersigned hereby gives notice that improvement will be made to certain real property, and in'acc(meU 4 20 with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 6, 8, 14, 15 & 16 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 M (�)Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified):' D.R. Horton, Incl. 0 I i by: f Y o ert A. LawsohAssistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The fore oing instrument was acknowledged before me this 4 day of "" g L g y ,2003 by Robert A. awson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a o the corporation. We/She is personally known to me. Notary Public, State and County Aforesaid OFFICIA ' T PATRICIA COULTON NC7TARY PUELIC STATE OF FLORIDA COMMISSION NO. DDI34330 My COMMIS6'ON_F-xP.yULY 26� 2010160 Notary Seal COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75520 DATE: BUILDING PERMIT NUMBER CITY) COUNTY NUMBER: ......... ---- ... ... ... ... __ UNIT ADDRESS: �,)/ ' _ ..... .... ................................... TRAFFIC ZONE: JURISDICTIONw 06 CITY OF ........... SEC: TWP: RNG: PARCEL: ---------------- SUBDIVISIONS TRACT: ____________________ PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAMEx ` -�------_�'_�,----_...... _--_.... .... ~--_--_ ADDRESS: U'����/���^ ! ��/ //fi-���_��-/�O -LwLL-~i /-- j! Ya!/_----__ APPLICANT NAME: ADDRESS: ----------------------------------- LAI--ID --------------------------------------------------------------------------------- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS _---_------_---_-----~---__-----_-_-----__---_-~-__--__--_----_---------_---�^--_ ROADS ` -ARTERIALS [O-WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS 1A8RTH 8 dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00,� | . SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 ' AMOUNT DUE .-' $ 2,285,00 ' RE RECEIVED BY: __�^7/_(�)/_//�f'�/ SIGNATU: _ (PLEASE_(PRINT NAME) DATES NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 000UNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE -DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 10 APPEAL THE CALCULATIONS 8F THE ROAD, LIBRARY SYSTEM AND/OR _ EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVIN8 SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TKE REOUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF TAE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT OULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTME| 300NORTH PARK AV| SANFORD. FL 32771 'AYMENT SHOULD BE BY OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT` NUMBER AT THE TOP LEFT OF THE NOTICE. � ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** _^ FAMILY BUILDING PE]MIT******************** CITY OF SANFORD PERMIT APPLICATION Permit # !pDate: Job Address: cam, k+ e Description of Work: r ri r Historic District: Zoning: Value of Work: $ 9 Permit Type: Building Electrical Mechanical Plumbing X__ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) a Plumbing) New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: �o ! h Phone: Contractor Name & Address: -State License Number: Phone & Fax: A DVANTAGE PLUMBING, Contact Person: Phone: P.O. BOX 620027 Bonding Company:—oTi€DA, F6OMA 32762-027 Address:. i (407) 366-3994 Mortgage Lender: Address: F° Architect/Engineer: I Address: Phone: Fax: Application' is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofit permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. i OWNER'S'AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county! and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. i Acceptance of permit is verification that I will notify the owner of the property of the requireme o Florid n Law, FS 713. / Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name i Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID i - APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: A—f. JA^-all Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID Utilities: FD: (initial & Date) (initial & Date) (Initial & Date) �_� .. ... -} l�rs.:`?rx'R'iY`�tl, •n^,+?.ra'r-�. ,e"...�,_. _ _ CITY OF SANFORD PERMIT APPLICATION Pe"a,mas # : � V� Job Address: Description of Work: Historic District: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool .1' Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole z Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or CCommercialyercia Occupancy Type: ResidentialyatCommercial Industrial Total Square Footage.— �D�7 Construction Type: # of Stories: Z # of Dwelling Units: Flood Zone: (FEMA form required, fear o4ter than K) �.�-.�•„�-.ter-.- Parcel #: Owners Name & Address: �•� j�:l (Attach Proof of Ownership & Legal Description) Phone: Contractor �Name & Address: CpZSd %ham 1[ t -kK� 012, t l� State License Number:-CJ��J-J Phone & Fax: t I `d� ~ �17 Q Contact Person: ��tJ Phone:����� Bonding Company Address: Qp Mortgage Lender: Ill Address: �1 ___./—�_____.�____. Architect/��Er`n��giineer:`r � • D lJ^`�l�i ter-civ 0 Phone: ��'"I 3� = 0, Address: rL/l r,1 12 _4?A JfG �� J `\ ` M C{ E %� 3z�\� 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 comzneaced. prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable l t>as regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN )'OUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe t is e rc ion tha I will notify the owner of the property of the requireZ loflorida Lien Law, FS 13. Signature of Owner/Agent Date Signature of Contractor/Agent Date ISig pofN.tary-State'. is am rint C n cto!/Ag�en['s ame re orida Date A�oly-State o lorida Date NARY SEA ff.: NOTARY SEAL O� ner/Agent _ RdF3d cCpgki,1f��r Contractor/.i NPaWJ>Q nNMe Produced D PA ATE OF F•ORIDA ProducCSTATEOF FLORA NEAR— y PII�I-tom Dp134330 COMMISSION NO' ULY 26,20�' ON NO. DDI Y26,2N FD( • ON EXP.JULY 26,2APPLIC':\ I ION APPRO C jt Oi�bAISsIO oning: FD: (I* a, (Initial & Date) (Initial & Date) (I>;tial & Date) Special Conditions: � '%�'Vu3. ( 9 CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME)11�, MAIDEN NAME N AlvfE i1 J�1 l C SERVICE ADDRESS MAILING ADDRESS TURN ON DATE liTmi\rs'm m- SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE. COMMERCIAL n+ , S HOME# OWNER OF PROPERTY o'K. Hoy - WORK# q--r39�1`9l� - �� Z D ..: 0 I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY i 11NnERSTANn THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNEDf T DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE UTZ ON 9 June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 16, Bakers Crossing Phase 2, 286 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the 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. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: t �e J Signature Patricia Coulton Printed/ Typed Name &all Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 b_y Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is persgnally known o me �or who produced their Florida State Identification. t r' ! J .' OFFICIAL TARP SEAL PATRICIA COULTON j NOTARY -PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. TULY 26,2M Notary Signature Notary Stamp 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 I hearby name and a Limited Power Of Attorney int: Craig Coulton and &-�I! `.��-4(" �+On each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act forme and ply The Building Dept. of: c, tu o�san�i For a residential permit for work to be performed at: t # Subdivision : Vxkus ross I r Address: PL, 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 in�TumE(nt was acknowledged before me this: Date: �16 3 By: Richard B. Ladd ( Contractor ) Who is person,/ally known to me. 5FL State of Florida County of Orange OFFICIALNOULTON PATRICIA ATR OFL34 JID r1O.T Y PUBLIC ST D COMMISSiON NO' 006 MY COMML`�51ot', Notary Public Signature Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST 2- LOT# I l.(J SUBDIVISION: BAKERS CROSSING ADDRESS a� �c,�sne� ��r�-c, s��c��e�, �c� ��-4-3 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Dr)* V6 (tt )�rm ,� f CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT ❑ l , Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) � ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a. Foundation plan Indicating Tooter sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. ❑ b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, dstairs. Bathrooms fixtures andoke detector, location(s), landings,o decks and distances from walls are to be shown. * Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ c, Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ❑ d, Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. ❑ Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. ❑ f, Engineered truss plan with details of bracing. Engineered beams for spncing openings to carry and support trusses. ❑ g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. ❑ h. Square footage table showing footagest 401 S.F. Garages/Carports S.F. Porch(s)/Entry(s) p I S.F. Patios) �,ffi-ss..Fi Conditioned structure 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 be unstable or if structure to be built on fill, a report may be requested b Y Building Official or his representative. ❑ 5. Other submittal Documents: ❑ 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 B1vd,Sanford, Fl (407) 665-36.00. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER 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 heaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (I3y owner r Authorized gent) WAPPEX ON_Ma iL Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name D3 Address �j City/State/Zipal�L,?3 O, 1�:1 32?�2Z Phone & Email Quarterly Payment Amount' (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: �Z 8C� C' L.4SjjALe— G t tzc�t-E f Skm1=0P- --:), s`(_. --3--a`3-4:S SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:aC:�� 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 Identified property subject to the terms and conditions of this agreement for � . , er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(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 area(s) 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: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES, OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR 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 no, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed, 1 SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)it Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. i, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are'and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disspposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship (note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or if Apex cannot offer an effective dlfferent.form of termite protection, refund.to the Customer an amount equal to the fee paid for services not yet received, and;_ (5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of batting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided. by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All.payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it 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 fuel1or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; (3)termite 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 litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all'th( provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wtl be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the partles an( 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 b relieved of any liability hereunder if Apex determines, in its sole discretion, that It is unable to prevent or stop further damage to Propert 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 t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the IdentIN Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex within (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt 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 L-L4- I yyb d : b i F�I�I r e- uivi CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number. roy�� Date: The undersigned hereby applies for a permit tq install the following electrical: Owner's.Name: Address of Job:k' Electrical Contractor. �.SiJ�C Residential: 00"Non-Residential 1 .. By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. App ifif cant's Signature dew State License Number 1, � CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 286 CLYDESDALE'CIR for which permit 03-00002425 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrjpal, 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: Fina1ed k 16-d h 0-IAO — ZONING: Inspected IES• FIRE: Inspected UTILIT Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water 000 ����f 011def Street Drainage S *- Paved Maintenanc e Bond PUBLIC WORKS: Street Name Street Signs ► 20 Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 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 PRRR PAM DATE APPROVAL DATE AMOUNT 8 20/03 8/22/03 7/23/03 8/25/03 7/28/03 7/23/03 7/23/03 7/23/03 20.00 20.00 10.00 10.00 10.00 10.00 59.21 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 286 CLYDESDALE'CIR for which permit 03-00002425 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT- RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 279.61 91.93 17.34 847.00 17.34 1384.00 650.00 1700.00 P\ Y-\ OWNER BUILDING OFFICIAL DATE f + CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: 11 6�ca> PERMIT #:hS -2H2 ADDRESS: 2�Cn C r CONTRACTOR: l PHONE #: yy) - 8 a - (A Soto The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. -Engineering ❑Fire �Ifzi /�3 Public Works ❑ Zoning Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) /Ufo- 40,3 5sD/, CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: tl PERMIT #: -2H25 ADDRESS: CONTRACTOR: � PHONE #: '-A C41r, 'The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ElFire _ ublic Works 1 �� / �'�onin � �� g :] Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I II I I CERTIFCATE OF OCCUPAN& a REQUEST FOR FINAL INSPECTION �► **** SINGLE FAMILY RESIDENCE*4-3*_ DATE: It (.Jz, ` PERMIT #: -ZH25 -v I ADDRESS: ®.v O v CONTRACTOR: `�- �- `n C ` u v 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. ]Engineering :]Public W Fire - Zoning ]Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY_ O.M.B. No. 3067-0077 NATIONAL FLOOD iNSURANCE PROGRAM Expires December 31, 200Z ELEVATIO �.�!?TIi=1CATE Important: Read the instructions on pages 1- T. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 286 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 16, 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): ( ##° - ##' - ##.##". or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 1 SEMINOLE I FLORIDA B4. MAP AND PANEL NUMBER 1202890045 B5. SUFFIX E B6. FIRM INDEX DATE 4/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 4117/95 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NELA HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 45. 5 ft.(m) o b) Top of next higher floor N/A. fL(m) a. o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 45. 1 ft.(m) 00 o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 44.1 ft.(m) E ca o f) Lowest adjacent (finished) grade (LAG) 42, 3 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 44, 4 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq, in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIRER'S NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH PTRqET. 180 ORLANDO FL 32803 SIGNATURE '� , , , ' f DATE TELEPHONE 11/18/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the coi BUILDING STREET ADDRESS (Including Apt, Unit, Sure, 286 CLYDESDALE CIRLCE CITY SANFORD information from Sdejon A I OR P.O. ROUTE AND BOX NO. - v STA•T€-_- - z ZIP CODE FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN For Insurance Company Use: Policy Number Company NAIC Number ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ 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 communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coact to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the 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 FEMAissued or communityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER —j G5. DATE PERMIT ISSUED I G6. 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: — _ft.(m) Datum: _ G9, BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS U Check here if attachments FEMA Form 81 31, January 2003 Replaces all previous editions . PLA-T Or,., -SURVEY rDESCRIPTION' AS FURNISHED: LOT 16, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA PEDRO AMILL-CLAUDIO CH MORTGAGE COMPANY, T , LTD. PROPOSED ROSE HILL PHASE II LOT 13 LOT 14 5n nn' LOT 15 WALK IS 1.5' OFF PT N89'17'34"W 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 11-17-03, 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 ONSEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 16 AS BEING S89'33'46"E PER PLAT. (FIELD DATE:) 7-10-03 REVISED: SCALE: 1 = 30 FEET FINAL 11-17-03 CKB REVISED PARO 10-27-03 CKB APPROVED BY: SJ FORMBOARD 07/29/03 CKB JOB N0. ASM41017 REVISED DESCRIPTION 7/24/03 '. REPOSITION 5-15-03 SOO DRAWN BY: PLOT PLAN 5-05-03 SDO N89'17'34"W � 4Y,'q'3.. 16' `�90118 -- . TRACT A CLYDESDALE CIRCLE 50' RIGHT-OF-WAY LOT 1.7 0 CC Q N o CIn Cr N0 0Z� O 1n 7 WALK IS 1.6' OFF t 1"=30' GRAPHIC SCALE O 15 30 A=1'25'30" R=275.00' L=6.84' CB=N88'34'49"W C=6.84' o - CENTERLINE OF _ RIGHT-OF-WAY R=250. 00, CB=N80'38'47"W 7� C- 75.17• P T LEGEND — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE .. - EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT - (M) MEASURED i FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO, FLORIDA 32801-%(407) 426-7979 FND NAIL AND DISC �. LB #6393 (11/17/03) FND 1/2"IRON ROD AND CAP ® LB #6393 (11/17/03) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION 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 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR p THE ,(2. FIRM DAVID M. DeFILIPPO PSM#5038 DATE REVISIONS PERMIT # 03 -,Z Llcls DATE ADDRESS 28(Q Glyc)e-SCialf C�✓G�e. CONTRACTOR K-LGhQ,f'd PH # �0?-'054 -5/ FAX # DESCPRITION OF REVISION: UTILITIES FIRE BLDG �:D N�c- * -7- qZ29 PLOT PLAN DESCP�-PTION: LOT 16, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 16 CONTAINS 5886 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 689 SO. FT. t TOTAL SOD 3090 SO. FT, t LOT 15 PROPOSED ROSE HILL PHASE II LOT 13 LOT 14 50.00' 1 _ S89'33'46"E A CONTROL EASEMENT LOT 16 DRAINAGE TYPE A m n_._.—._.—.—. ;1s.o;.::.... LOT 17 :fV I 1 30' GRAPHIC SCALE 0 15 30 I PROPOSED MODEL 2879 FINISHED FLOOR .ELEVATION=45.0 0) a N CV a Q3 N Ln u /E o O A=1'25'30„ N R=275.00' L=6.84' CB=N88'34'49"W C=6.84' lyy 0F 'r+�d�a�,R 1. . a l 0 SA IIMl11,s.� p t o N Fop ojN CENTERLINE OF � Ni RIGHT-OF-WAY 1 - PC _ _-��-_- d=i7.1 TRACT A l= 75. 45' R=25DDD• BUILDING SETBACKS CB=Nao•38'W 47-��T -FRONT: 25' CLYDESDALE CIRCLE G=75.17• REAR: 20' 50' RIGHT -OF -war SIDE: 5' CORNER: 15' LEGEND MLW 50' N89'17'34"W 43.16' PROPOSED INLET PN89'17.347W 501.18' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS 15 NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. AI_L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIE14T 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. I BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 16 AS BEING S89'33'46"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED (CALC) CALCULATED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT BOOK NCS NATURAL GRADE 50, FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL Rp RADIUS POINT R RADIUS CS CONCRETE SLAB C C14ORD LENGTH R/W- RIGHT-OF-WAY 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 WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM41017 DRAWN BY: ) PATIO 10-z7-03 JML I DESCRIPTION 07/24/0. ITION 5-15-03 500 PLAN 5-05-03 SDO FOR / THE 1 FIRM WILLIAM R. MUSCATELLO JR. My4928 DATE i PLOT PLAN DESCRIPTION: LOT 16, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 16 CONTAINS 5886 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 689 SQ. FT. t TOTAL SOD 3090 SO. FT. t PROPOSED ROSE HILL PHASE II LOT 13 LOT 14 I 50.00' S89'33'46"E , ------------ --- ------------- I CONTROL EASEMENT LOT 16 DRAINAGE TYPE A m LOT 15 ;;`:;':;.180:: i LOT 17 �. '.;.:`.PATIO'.:;: 40.0' PROPOSED Lr l MODEL 2879 FINISHED FLOOR 0 N ELEVATION=45.0 ^ Lc! Ln a cy) CV 0 0 o � N o '— 0 u A/T 0 z z 0 I 40.00' — 1" - 30' GRAPHIC SCALE 0 15 30 O A=1'25'30" R=275.00' L=6.84' CB=N88'34'49" W C=6.84' INLET---- pjN CENTERLINE OF - - 0 1 RIGHT-OF-WAY Q.H-T- N89'1 T34"W - - 501.18. - - - -f4PC - ----- - R=25000' ' �� BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLW 50' PREPARED FOR: D.R. HORTON ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 16 AS BEING S89'33'46"E PER PLAT. (FIELD DATE:) REVISED: SCALE! 1" e 30 FEET APPROVED BY: SJ TEVISED PATIO 10-27-03 JML JOB NO. ASM41017 EMSED DESCRIPTION 07/24/0 2EP051 TION 5-15-03 SDO DRAWN BY: - - LOT PLAN 5-05-03 SDO TRACT A L=75.45' --A CB_ N80'38'4 7"W PT CLYDESDALE CIRCLE C=7517' - gp 50' RIGHT—OF—WAY ANS EVIE4gp ED LEGEND "ITY OF SAMF . . — . — . . BUILDING SETBACK LINE - — CENTERLINE RIGHT OF WAY LINE Xx PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PR PERMANENT REFERENCE MONUMENT. PCP PERMANENT CONTROL POINT - (P) PER PLAT (M) MEASURED _ (CALC) CALCULATED END FOUND C/W CONCRETE WALK S 5/W SIDEWALK CP CONCRETE PAD PDGG PLAT BOOK NGS NATURSAL GRADE S0. FT. SQUARE FEET MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY . POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT los DENOTES DELTA ANGLE . L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES .POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER - CBW CONCRETE BLOCK WALL RP.. RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT—OF—WAY 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 WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPINGJ FOR CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 THE 320 EAST SOUTH STREET, SUITE 180 1 FIRM oR- (40 ) 426 7 WILLIAM R. MUSCATE-LO JR. M 4928 GATE 32801- (407)426-7979 l F1, , f ; PLOT PLAN - DESCRIPTION: A PARCrI�,.OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF snN�or�C "EMINoLr COUNTY, rLORIDA, DEING MORE PARTICULARLY DESCRIBED AS FOLLOWS' /y JI COMMLigCE.AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 TH.R1�GH 29; THENCE RUN NOD'25'30''E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE' OF 3.38 FEET; THENCE RUN NOO'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 640.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"'E A DISTAN'GE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 117.92 FEET TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 275.00 FEET, A CHORD BEARING OF N88'34I49"W, A CHORD DISTANCE OF 6.84 FEET, CONTINUE ALONG ARC OF `SAID CURVE NORTHWESTERLY A DISTANCE OF 6.84 FEET, THROUGH A CENTRAL ANGLE OF 1,25,30"; THENCE RUN N89'17'34"W A DISTANCE OF 43.16 FEET; THENCE RUN NOO'25'29"E A DISTANCE OF 117.60 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. PROPOSED ROSE HILL PHASE II POINT OF — LOT 13 LOT 14 BEGINNING S89'33'46"E 540.00' MC O `V O PROPOSED L6 cv LOT 15 0 �, 0 z W W► ELEVA ' N /LUST S .,.��. T' 0 E 16 ACC � 7 ::,�ROVA Ln bF ADJACENT ROAD UNt,ESS z OTHERWISE APPROVED POINT OF COMMENCEMENT N89'34'30"W LOT 25 BAKERS CROSSING PHASE 1 PLAT BOOK 60 PAGES 27-29 T 50.00' S89'33'46"E PROPOSED LOT 16 DRAINAGE TYPE A PROPOSED LOT 17 40.0' PROPOSED MODEL 2879 FINISHED FLOOR ELEVATION=45.0 0) a N I Narn P " Lo NZ w[A./Cl o .— p z .— O r I N 40.00' I t 1= 30' GRAPHIC SCALE 0 15 30 OA=1'25'30" R=275.00' L=6.84' CB=N88'34'49"W C=6.84' BUILDING SETBACKS FRONT: 25' „ REAR: 20' N89'17 34 W ' 1 SIDE: 5' 43.16' NIp COWNER: 50' - PROPOSED INLET CENTERLINE OF ML 81" - RIGHT-OF-WAY _ ----501.18' N89'17'34"W ---�--�--� PROPOSED R "'' -�- 250.00- TRACT A L-75.45- UNNAMED ROADWAY NOTE: C875803847"W �T 50' RIGHT-OF-WAY WE DO NOT ACCEPT RESPONSIBILITY FOR LOT 16 CONTAINS 5886 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 527 SQ. FT. t TOTAL SOD 3252 SQ. FT. t PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN' ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 25, BAKERS CROSSING PHASE 1, AS BEING S89-34'30"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM41017 - - EPOSI TION 5-75-03 SDO DRAWN BY: PLOT PLAN 5-05-03 SOO ANY ERRORS THAT MAY OCCUR FROM THE LEGEND USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. - - - - - - - BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE __o�x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRIM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (m) MEASURED (CALC) CALCULATED FND FOUND C/W CONCRETE WALK 5/W SIDEWALK CP CONCRETE PAD PB pPLAr!y�T $$BOOK NGS IVAII&RAL GRADE SO. FT., SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT 6 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 C8W CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITTLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT' AS SHOWN. 3. NOT VALID -WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. _- �•ZO-03 i FOR THE r, FIRM WILLIAM R. MU CATELL JR. PSM#4928 DATE 1 - CAULK BETWEEN B.V. t-I/v MIH ONE BY vWO CONCRETE OP WOOD BUCK L (SLICK WIDTH) EMBEDMENT BUCK BY OTHERS MASONRY 13PERING MAS-Y. OPENING BY OTHERS B. OTHERSINSTALLATION ANCHOR ONE 9Y WOOD 3/I6' OIA. TAPCON p CAULK BETWEEN I BUCK BY OTHERS vtnDWO D ANGEBLOCK $T ° TAPCON LOCATION CHART L WOOD QUEK I< ((1i 1-I/3' MIN. BY THER$ c Y SM(M IS ' MAX* a C a EMBEDnENT i/4• MAX* RIGID VINYL (SEE NOTES) - CALL BUCK: LOCATIONS IN HEAD LOCATIONS -IN 'JAMB f— \ GLAZING BEAD - - INSTALLATION ANCHOR (TYP.) SIZE SIZE 30v6F To 4o,.r cias TO 70PSF 30pr TO 400V, 41var To,:,70csF 7<16' Ota. TAPCON ; 12 t8 i/e X 25 B 8 FG - • FG ` r STUCCO .. la It/ x 37 3/a BY OTHERSR£0-0 ; .'.. d t/a X 49 /a 8 l4 1 5 .1/4' Max. .GLASS O - - 145 tE 1/a x 5 1/a g 19 G" :PERIMETER (TYPJ(SEE NOTES) 15 -zta. 1/L x 62 - , :(SEE NOTES) - 6 'e _.FG:r _ _ 76 .: :' 111 1/6 x 71 8 8 , s' FG r,r' lfj CAULK 1 _ 17 '-18 1 x 83 FGS G.AX' 5: BY OTHERS /2 x . FLANGC, TYPE 1MS .:25 1/2 Of 3723/3 6 - B . _ " FF : �dJG41,� - FLANGE 'TYPE YlNIx3V 'FRANC - . .:..1N4 .-.23 1/2 x 49' S/d . - 6 8`- FG GJi)- & W[NOl)V FRAME - - JAMB '.CAUL( BETWEEN - ,,_IM45'- - 25 1/2 x 55 1/4 6 - :8 HEADER vmDE1V FLANGE v IH5 25 1/2 z 62 B - 6 fF ` ""FGJU: .°`q ..Y RIGID VtMri L WOOD FUCK PERIMETER 1"6 25 1/2 X 7t 8 B --.: FG �`3GlU' GLAZING BEAD : -.: - CAULK IH7 25 t/2 x a3 8 (TYPJ - - BY OTHERS GLASS V.v. 30 1/2 . 26 29 1/2 X 25 8 6 !OV (fYPJ(SEE NOTES)30 1/2 . 38 3/5 29 1/2 X 37 3/e FG FG ;GHT) - (WINDOW WIDTH) 30 1/7 . 50 5/0 29 1/2 x 49 5/8 a 8 FG F.G.BAIL HJ (b11CK bb/i/i .663/4 2929///? X2 X 562/a 8 6 FG ~' f,G,HJ CAULK BETVE£N CAULK BETWEEN WINDOW HEIGHT) WOOD BLOCK L b 1/2 . 73 29 1/2 x 71 8 fi ' FGJIJ F,GJIJ - MAST..OPENING 30 t . es Za t/2 X dJ 8 8 F.G.J. F,CJX FLANGE L PRECAST SILL By OTHERS 2- 36 x 25 V/ ViLKEM t16 ADHESIVE p pp 23 7a X 37 $/a 8 a F,G F,G CAULK, OR APRV•A COL. SECTION B—U 24 3a X 49 5/6 8 8 F,G F,GJu FLANGE TYPE 25 3 J6 x 62 , g 8 FG : F,G,HJ PERIMETER WINDOW FRAME CONCRETE OR 26 36 X 71 8 FGJ/J _ F,GJIJ CAULK SILL MASOr&r OPENING 27 36 x b3 8 a FGJIJOiJYGJ+J-.. BY OTHEP.S 42 X 6 al x 25 E 8 F,G,JJ( f,GJUJ.K BY OTHERS _ • : 42 4 3a 3/3 47 X 37 3/8 8 8 F,G _'F,GJU a2 . 50 5/8 4f X 49 5/a 8 8 FG FAMJ 42 : S6 t/4 41 X 55 1/4 8 E FG.HJ _ F,G,MJ . 42 A 63 4t x 62 8 8 F,GJLI : OX-FGJIJ - a 42 x 72 41 x 71 B B F,GJU 'D,EFGJ'V r 42 84 41 X 63 "8 8 F.GJ.K '. FAKIJ,K WW. ^Y 48 26 47 x 25 6 A,C F. 48 . >Z 3/d •7 It 37 3/8 5 A.0 F,0 F,GAJ 'CAST SILL Q �_ 48 , Sa 1/3 .7 x .9 5/3 8 A.0 F,G F,G.HJ BY OTHERS Yw /t 2 . So 1/s 47 x 55 1/4 6 A-C F,G.HJ F.C.HJ NOTES SECTION P,_A A B� C 48 . 63 37 x 62 8 A.0 F,GJU O.E.F,W4J - 48 X 72 .7 x 11 8 A.0 F.GJU O.EF.GJI,1 1) SHIM AS RED`0. AT EACH INSTALLATION ANCHOR_ MAX. ALLOw.:PLE �— 1 'M . 47 193 f F K D F G H 1 K SHIM STACK TO BE 1/4 D E a }2 4 52 I/3 x 25 8 A.0 f,G F,G 2) WINDOW FRAJJE WTERIAL ALUMINUM ALLOY 6063. �- �� � 33 52 1/8 x 37 3/8 o A.0 F,G F,G.HJ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH_ TO ACHIEVE 34 52 i/8 X 49 5/8 A.0 F,GJIJ F,G.H 1 MIN. EMBEDMENT OF 1-1/4- INTO WS014RY OR CONCRETE. / A'•( 345 u /a x 55 1/4 B A.0 F,G41 0_EF,GlIJ 4) USE SKJCONIZEO ACRYLIC CAULK 8EMIND WV40OW FLANGE AT HE.-. �/��/ ]5 52 1/a x a2 a A,C F.G,HJ O.E.F,G.HJ 36 52 1/8 x 71 a A.0 F.G_HJ D.Ei.G.H,I V LAMPS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH I I B I 'K b (� ,� 37 52 1/S x 83 AC F.GJ.Y. 0FDF.G-G."1.K vuLKEM ttb ADHESIVE CAULK OR APPROVED ECIJAL. y � o 5) USE SIUCONIZEO ACRYLIC CAULK FOP. PERIME,ER SEAL AROUND ExiER:DR OF WNDOw FLANGE. W.K"I tr' , G - 37 SIZE NO, AVAILASLE IN ICOO OP 1x-0 SERIES. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH rvEXT LARGER SIZE. FOP 7==_ APPROPR:L DESIGN PRESSURE REO-D. 7) GLASS THICKNESS MAY VARY PER THE F.EOVIF,EMENIA OF ASTm / E1300 GLASS CHARTS. 8) LETTER _ESIGMTKN(S ON THE TAPCON IO ATION DART IrIDIC.A.-E WHERE TA.=CON AN ARE TO BE INISTAL WHEN US;�G T-E EXTERIOR ELEVATION As A KEY :_� �. �Il� - INTERNATIONAL, INC 9) ALL HO SHOULD APPLIED r!OLES NOT DESIGNATED FOR TAPCON V �� FLORID a EXTRUDERS SANFOP.D, FLORIDA ANCHOR SHoutD BE FILLED WITH /' SCREWS OF iuFFils'E�i Li:;. 70 PROF' Mal. 5/a. IN EMBEDMENT IN7D n 00 FUCK. r. -� . l0) FLORIOA ?xT.RUOERS ;COO SERIES SMGIF 11LJNG IS SHOWN. 7-1S TITLE: INSTA'! :-, ;I±N D=TA:' PRINT ALSD ..°PLIES TO 7"c FLORIOA E4'RU.} ' 53O ;.tiC I r t / — I I / _ - SER1E5SINGLERUNGS. I r—L ION U� ) SC HUNG A9IG� ::iND-C. - $=F.i=S 1000 iS00 E �OQU 11) wH A.♦ r•v 1 u - A;A _v Nr w. — V / c `a Jr - -wf _ { - (/ - _ SJF IC-� vC I z 1 JJ/ d-4N. ` _ ,a...,. 1J i- 01 F_ C' .^ EX I ERI(`r. �, - _ = JE]iYV '3 I ..I 3?Ei�.O ED .ti`7 J AL - r - — 1 — " —� �.. , j -. r 1 Da"_ 1 iJ%!1= /tD' �C:1LE C IDWC LiXU:J I . E7 EMBEDMENT .. ..... ... --._ __ _ Vs' MAX SHIM PACE WINDOW -WIDTH.. CAULK BETWEEN SHEATHING TWO BY WOOD ... ..--._... SPACE' „ BY OTHERS BY OTHERS - TWO By WOOD w WINDOW THIFIN L STUD SHEATHING _..". .. - .. (SEE TES) U HEMS SHIM AS REO'D. SHIM � INSTALLATION ANCHOR .._ -.. .. CSEE MOTES).. t8 WOOD SCREW - j- STUCCO ': - -.._. .. .. ° s, - si? MIN. �F e WE ` Y BY OTHERS :wx FI' t GL ZIN"T.w„k.7E PERIMETER SHIM SPACTIT- E ,'# fT•i.s es �,��g`� F1J�+ia-ISEENOTES)� T CAULK S ;sr;,SHEATHING-f BY OTHERS S 1 5..; Se a: w fi i f _ I .� 6, 13THERS - I :.. `. - 7 NINDOV {RAKE f .HEADER 'I""' _ _ % ) FIN TYPE GLAZING <7YPJ� i ( __ VINDW FRAME t ,,r'Z SHEATHING CSEE NOTES) .4 t WINDOW � JAMB . z, pEPIMETER k �' r .' INSTALIATION`'AtCCH�R f c - - - - - _ WIDTH - t REV TUCCO TOT '? CAULK 8 WOOD SC B HERS _ c? - - ----- .. - - A I 6' MAX. --I _.. . 4) USE SItICONRED ACRYLIC CAULK BEHIND_ C7YPJ AT HEIR. SILL do JAAAeS. 5) USE SILICOI+IZED ACRYLIC C..IUC FOR PERIMETER StAC 6' MAX (TYPJ AROUND EXTERIOR OF WINDOW FRAME 1' - 6) IF EXACT WINDOW SIZE IS NOT -LISTED: In ANCHOR CHART_ - USE ANCHOR QUANTITY LISTED wITH :NEXT LARGER SIZE:: �..�. - - PERIMETER CAULK —\ BY OTHERS FIN TYPE ELEVATION T) GLASS THICKNESS MAY VARY:PER THE REOUIREuENTS OF, v(NDOW FRAME ASTu Et3OO GLASS CHARTS. � SI►i :ROLE SILL vIEwEO FROM EXTERIOR o) FLORIDA EXTRUDERS APPLIES THE FLORIDASINGLETRUHUNG E SHO00 It'/ STOOL AND 2000 ALSO APPLIES H THE LO WS- ETRUDERS 1500 BY OTHERS ._ AND 2000 SERIES SINGLE- HUNG WINpOwS- - - .. . INSTALLATION ANCHOR I:B V003 SCF.EV BY OT:+ERS STUCCO, � u BY OTHE-S .. - CAULK BETVEEN V iNDDv ,r'IN . L SREAT11Nr. BY OTr.ERS ! _•nIN. REVj DESCRIPTION j DATE 1INI EXTRUDERS INTERNATIONAL, INC FLORIDA EXT j SANFORD. FLORIDA TITS:: INSTALLATION :H__=:L W/r? SCREWS j SINGLE HUNG FIN —— 1000, 1500, 8 20100 =.s er:SB AP?ROVED BY: i I r"?=. /? ":/ri! I:Sr . IDIPG... _=icGr: C' ,R CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN V114DOV. FLANGE -L WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (T YP.) —\ cSEE NOTES) VH :WINDOV HEIGHT) PERIMETER CAULK BY OTHERS L INSTALLATION ANCHOR 3/16. D[A. TAPCON CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS GLASS (T YP.) 4 I-1/4' Him (SEE NOTES) EMBEDMENT -f A, SHIM AS REO'D. � l.K±SE 1 (SEE NOTES) FLANGE TYPE WINDOW FRAME -- - W.W.---�j RIDGED VINYL A GLAZING BEAD BA (BUCK , HEIGHT) RIDGED VINYL I GLAZING BEAD W.H. FLANGE TYPE WINDOW FRAME B.V. CONCRETE OR (BUCK WIDTH) (n8(Dr•EN! MASONRY OPENING BY OTHERS SHIM AS AEO'D. p 1/4' MAX. (SEE NOTES) —INSTALLATION ANCHOR 3/16' Dla. TAPCON v RIDGED VINYL GLAZING BEAD O ONE By WaQo \ v I BUCK BY OTHERS FLANGE TYPE WINDOW FRAME o pER[METER v[NDOv FLANGE CAULK t WOOD BUCK BY OTHERS. CAULK BETWEEN CAULK BETVEEN V000 BUCK t MAS'Y. OPENING (WINDOW WIDTH) —1 BY OTHERS STUCCO BY OTHERS SECTION B-B NOT C 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR, MAx. ALLOWABLE SHIN STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) 3/16- OIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. t) USE SILICONI ZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD L JAMBS. SILL MUST 6E ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICOMIZED ACRYLIC CAULK FOR PERIMETER 5-11 AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LAPGER SIZE. FOR THE APPROPRIATE DESIGN PRESSUkE kE0'0. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GL>SS C''+ FTS. 2 O.C. MAX. (TYF.) 6) wHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 2= IN. O.C., f-1 SCREWS OF SUFFICIENT I LTH. TO PP.OVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD SUCK SHOULD 6E INSTALL`ED. I ?) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW 15 SHO'.VN. THIS PRmi ALSO APPLIES TO THE 6" H.a X. CT rPJ FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. IC) SEE PACK OF THIS SHJ- FOR INSTL'N ANCHOR REOUI.'EM-NTS. II) APPLICATION OF VULK EM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT RECOMMENDATIONS A -.,i EVAT10N VIEWED FROM EX I ERIOP MANUFACTURER S _C 12) WHEnE WINDOW IS INSTALLED IN MA<_ONRY OPENING WITH A STRUCTUAL TWO Ef WOOD BUCK. USE 9t0 SCREWS OF SUFFICIENT LENGTH 7}) WINDOW UNITS CAN ?E MTO ACHIEVE I-3/�" MIN. EM cEDMENT. ULLED TO OTHER UNITS USING ALUMINUM TUEE MULLION. SEE MULLION INSTALL>TION Sc EETS FOR REOUIREMENTS. FLORIDA EXTRUDERS SANFORD, FLORIDA' \ — INTERNATIONAL, INC. G CAULK BE J a Y T ITLE i NS I AL AT : -iN DE T— . L V/ ❑NI" Y c'_ICK WINDOW NEE — - nn nn L PRECAST I X=D F LAND �OLI 2. r1JO•J ?'r.:: $:^Jc --_RS — _ D.'R,AWIN BY: =- i 4?PROVED SY: _C TIJI ! —n ! ? I -00n7 DATE !0/2 ^_; I-CALE NTS IDViC..-I;x0G;6 Sm-'_ET [ ❑ h I.t SHEATHING BT OTHERS CAULK BETVEEN VINDGV FIN S SMEATM[nG INSTALLATION ANCHOR :6 SCREV EXTERIOR FINISH Br OTHERS —� PERIMETER J CAULK J BY OTHERS V INDOV HEIGHT EXTERIOR PERInC fER CAULK ST OTHERS I N� TPL'_A T iG'N ANC:HG-. VOEO SCREV E[i_-iCR -iNISH � 1, MIN. EHatoNENI VCOD FRAMING By OTHERS y� �� 'iy *pjD B1E� A r SHIM AS REO*O.CENTIItiL' "L�i'iYv� y�. ©. A. E.. (SEE NOTES) lYi-L->•NU A CTaTy� ER NAME: 1/ 4' MAX. ti W lEu� SHIM SPACE MASTER T T MASTER DAZING (SEE NOTE 6> `-- GLAZING (SEE NOTE 6) CAUL'• I M i' S HEIGHT FIN TYPE WINDOW FRAME SH �_J ) I � N�:c cSEE NOTES) V nGC F:R -H!NC BUCK 3r CT'E,;S vI. HE EXTERIOR FIN TYPE WINDOW FRAME IDOv [GMT WINDOW WIDTH _ A / T B r A—rj ELEVATION VIEWED FROM EXTERIOR V INDOV WIDTH MAX. SHIM SPACE VOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR x8 SCREv CAULK B V lNDOV FIN FIN a SECTION B-B SHEATHING PERIMETER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOTE$• 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE I/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF T- INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR. OF WINDOW FRAME. 5) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOVIP,EMENTS OF ASTM EI}OC CUSS CY,AP, TS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OUAUFIEO. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE —� I WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. 'A'ITH ANCHOR SPACING AS STATED. IS 70.0 PS, FOR ALL AVAILABLE SIZES UP 10 73' X 71' OR 63- X 95' OP 119' x 37-3/8' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHEP. UNITS USING ALUMINUM TUEE MULL :ON. SEE MULL!ON INSTALLATION SH..EETS FOR=EOIF.EMENTS. FLORIDA EXTRUDERS INNAL, INC ANFOP.DOFLOPIDA TITLE: INSTAL! T `IFiN D= A I L W/ ; S WOOD SCE =W FIXED Fin: WIND d - SFP,?FS; 2000\I000 DP.AWN BY: "— APPROVED BY: DATE I / 1 3/0_ -S-ALE _.I DWG.. I__X00 I14 1' MIH '.HEA7"ING • IT OTHERS I 7ExTERIOR FINISH _x/ BY OTHERS PERIIELK TER CAU BY OTHERS FIN FRAME HEADER imm EXTERIOR PERIMETER CAULK BY OTHERS :XTERIOR FINISH IT OTHERS '8 INSTALLATION + NCHOR SCREW (TYP-) SHEATHING J BY OTHERS F KIN, MAX 1/4" aB INSTALLATION SMM SPACE ANCHOR SCREW (TYP.) CAULK BEHIND FIN � TWO BY BUILD - SHIM AS RED'D- (SEE NOTES) -TWO BY FRAMING BY OTKRS .._ DOWN BY OTHERS _ CAULK REMIND FIN . FIN FRAME JAMB - SHIM AS REQ'D. NOTES 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ; (SEE KITES) --SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. :.. :; . GLAZING (TYP - . 1/r MAX 2) 'WINDOW FRAME MATERIAL- -ALUMINUM ALLOY 6061.... - .:� 3) ..USE SI.ICONIZED ACRYLIC CAUL( BEHIND WIN OOW FIN AT WAD. SILL !� JAMBS. - SEE NOTES) SPAM 4) .USE SI ICONIZED ACRYLIC CAL" FOR -PERIMETER -SEAL AROUND EXTERIOR - OF -WINDOW FRAME. : S) CLASSTHICKNESSMAY WARY pER TI(E'REOUINEMEMS OF ASTM E1300 GLASS,+ .•.:CHANTS. SINGLE GLAZING IS SMOWN.INSULATING GLASS IS ALSO OUAUFIED. SHEATHING T T" SCREW ANCHORS AT HEAD. .SXL & JAMBS SHOULD BE-'f8 SCREWS OF; SUFFIGEM { . > LTH. TO PROVIDE MIN_. 1 'IN..MIN.- EMBEDMENT INTO WOOD FRAME. PEACE :IS 7',' 'M SCREW ANCHORS .6- FROM CORNERS AND 24- O.C_ MAX. --. ,.. - EXTERIOR -7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BYEXTERIOR FINISHJta OTHERS. BUILD DOWN MUST BE OF SUFFICENT STRENGTH TO ADEOUATELY - :•BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE.. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRIM ALSO -'.- APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES- - —VINWV VIDTM PERIMETCR CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONFK.AIRATIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• & 2000 -- SERIES DESKONER FIXED WINDOW FRAMING SYSTEMS- SECTION B—B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOLAREMENTS. - - GLAZING (TYP. SEE MOTES) WINDOW WIDTH WINDOW WIDTH A A -FIN FRAME SILL SHIM AS REO'D.— (SEE NOTES) SECTID4 A -A C L yr eu(. S,IM SPACE EXTERIOR ELEVATION I•'O BY Fi..:NG BY 01HERS 1 1 CAULK BEHIND FIN _ i'�nF� i✓e 11-77 �Elo111� c r 2002 M;Codl i A EXTERIOR ELEVATION FLORIDA EXTRUDERS'SANFORD, FL Riga TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DP.AWN BY: BB J APPROVED BY: DATE:02/14/02 +SCALE: NTS (DWG.: FLEX0037 I'% 014E BY BUCK BY OTHERS CAULK BEIVEEN VINDOV FLANGE t SHEATHING I PERIMETER CAULK BY OTHERS VINDOV FRAM HEAD WIDOW TEK.HT EXTERIOR . SILLFRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR \ rMtsH BY OTHERS SHIM AS RE0'D (SEE NOTES) GLAZING (TYP. SEE NOTES) SHIM AS RE(rD (SEE NOTES) CAULK BETWEEN —� Q VINDOV FLANGE Q L ONE BY vmD BUCK CAULK EETVEEN WOOD BUCK L ASOrmY OPENING BY OTHERS M4OSENRYC DR Sr_C 1 IOI•I A —A BY OTHCPS INSTALLATION ANCHOR L18 SCREV BUCK VIDTH BUILD .DOWN - (ALSO OTHERS NOT TWO BY FRAMING I TO SIILLL> 1)ESHIM AS R£O'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8 MIN 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH_ TO ACHIEVE THIN AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 110 INSTALLATION- (SEE NOTES) SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIM 1-3/8" . LON. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. - .._ . ',..INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. _r O:G MAX. :. vINDOV FRAME ._a) USE SIUCONQED ACRYLIC CAULK BEHIND: WINDOW FLANGE AT HEAD. SILL& JANBS.' .-JAMB S) USE S41MWED ACRYIFC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF . 1/4 MAX. WINDOW FIANCE.. -...:. _.. ... 6).CLASS THICHONESS MAY VARY PER THE REQUIREMENTS 4OF AST M E1300 /MASS - GLAZING <TTP ='fir SEE NOTES) i SHnM SPACE CHARTS: 'SINGLE GLAZING IS SHOWN, INSULATING GILASS IS ALSO QUALIFIED - •- , " 7) 6" DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BEENCINEEREO 8Y .. .OTHERS: BLOOD DOWN MUST BE OF SUFFICIENT STREF(GTN TO ADEQUATELY '-'TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. .. �8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO -- APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SORES. _ -9) ELEVATIONS SLOW COMMON CONFIGURATIONS- IT IS NOT WENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000 1750 & 2000 PERIMETER CAULK BY OTHERS BUCK HEIGHT ~-3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE CAULK kIVEEN.,.- WIT BY BUCK :'..::...:I'.. . IL .CONCRETE BY OTHERS i.. INSTALLATION UB SCRCV SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW VIDTH \ - MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. s'Ii: MAX EXTERIOR ELEVATION 6 ONE BY vOu3EDMENiw&\Uq C vVRER pri : BUCK BY OTHERS t -,,"AEX k - N 1. 3/16NA 14%CON r A EXTERIOR ELEVATION FLORIDA EXTRUDERS'"SANFORD FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER. FIXED VINDOV 1000, 1750, a 2000 SERIES. DRAWN BY: BB APPROVED BY - DATE: 02112,102 SCALE: N T S IDWC.: FLEX0036 6 �— DOOR VIDTH /a• MAX. SHIN SPACE' - ...;.. SHIM AS RE'O'D cS SC L V. ANCHOR TWO BY VOOD t8 SCREV ION a.YHOR ' (SEE NOTES) s8 SCREV. { 1_I/8'MItt BY OTHERS. SHEATHING EMBEDMENT _...:.......:. ...-.....� .. .. - BTVO Y OBY VOOD BY UTITERS - CAULK BETVEEN '- - TVO BY V000 - ��.: DOOR FLANGE SLIDING GLASS .. _ t SHEATHING BY OTHERS DOOR FRAME .... - - -CAULK B£iV£EN ." JAM-2 HOOK STRIP '.& SHEATHING .. SLIDING GLASS DOOR ` HOOK STRIP IM AS RE".t"n 1/a': Nax <SEE NOiES)T _ v SHIN SPACE .. a w Y ..... < iNSTALLATION ANCHOR;,, -s•- r .,� NINJ cB SCREV Y EMBEDMEMIK NT _ STUCCO: -TEMPERED- ASS CAULK BETVEEN s OR;SIDING DOW FLANGE ^--� __ J .Tlt°5- _ .,4 ---fit 8YO7HERS ` i,SHEATHING - - a SLIDING GLASS T DOOR FRAME -.. .� pER1tTETER HEAD _. _ �3 CAULK BY BY.OTHERS OTHERS � � SHEATHING PERIMETER --' .......BY OTHERS ` CAULK BY - ! TEMPERED GLn S -- TEMPERED - OTHERS _:STUCCO - [TYPJ : . - t T OR -OR SIDING 1 GLASS (TYPJ - - - .-..'" .. _: t .. BY OTHERS SI / DING R J 4 - � -BY OTHERS. , SLIDING GLASS POOR _ DOOR - _.._ INTERLOCK' ;Y t. ..1 _ T'E`�"T SECTION B-B — fl r3 -Pdfi�i I _ r:. , ! � HD❑ S RJR � ET pT4 vDERS T � ATL Z;r: EME u Daol MATERIAL wLWInW ALLaT sosa.` 3, -S} # ..9 tZALLwi[f}. SCR`vS WST 9E 6. $1fFiC/EN7 LEiTGTM TO ACHIEVE MIN. ENHEpeENT 5"+ 1 _ T Of I-1/B' INTO VWD.-TAPCON TYPE' INSTALLATION ANCHORS wT SILL #I %T-$'c Q lM1 -1 SUFTICIENT LENGTH iO ACHIEVE NIK VIDEDICMT O f va' INTO NaSONRY 3, InSTALLATION Ae{HOR fiaRi On DACK 6 THIS SHEET .i VSC SILTCOnir9 ACRYLIC CAULK 9ENM0 00(D FLANGE T HEADa $I VSE SR.ICCNIZED ACRYLIC CAULK FOR PERUETERSCAL ARQIND EXTERIOR Of SLIDING GLASS / 6l 6 £ ER POOR SIZE E NOT LISTED W SIGNOR EHAR7 RUSEEG AKCWR OWwTtTY. USIED VIM NEXT ��� xjx ` ' LARGER SIZE. FOR IZE USE APPROPRIATE BYPASIGNSS S DOOR I 1E D. t DOOP. FRAME 7> FOR POCKET INST LDOORLA7 SIZES USE CLOSEST DTPASS DOOR RIZC a SMO`—VRATION-10 FINISI[D. N4Bxk'`vb`f - SILL T B B -PLACE INS fALLAitON ANCIQRS- IN .fROni Of KJOK STRIP AS SMIVK ' 8T GLASS TNICKHESS MY VARY PER REOUIR6ENTS Or ASTH -C1300 GLASS CH RTS 9x DOOR WIT IS APPROVED USING, TCNPERCD CLASS IN SINGLE GLAZED OR INSULAIInG Q_ASS' ) `-I I p it, J N / SILL CORERS ARE TO � SCALED VIT. A SMALL _ ALLOWABLE SEAM SEALER i I I IU 9NH _AS REtrO AT AN S£I R.S iE -11EN ANCHORS I RIST—r SNIn LSiAGX t0 DE V. lZ> xi INSTALLATION ANC S NU$i BE MADE 6 CEERE3C. RCSISTAnf ruTERtALS ...... - A -f- 13I MERE "X• REPRESEWS nQVWG PA CL AND V" RET+itESEnT$ fIAEO FArEt APPRDVED _ (�� COWIGURATIOnS ARE AS L!STED W MCIOR C%�RT W 9ACK OF THIS SHEET: • [ , ' 1 EMBED NT E X T E R I o i \ E L E V A T I ❑ 1 `+ I•, bT .4.L COWI'A-A'. *9-3- L'a LISTED AapVE ARE T:PLY DN MTS ➢RAVING. HDLL AP IKSIA0,,_D LAiION SOW GUS 'A -A'. •9-9' ! If"+'IK STRIP DETAIL APPLY TO InS7ALLA71lY+ !r ALL ,h'PROVED D I / �1 d i�l/4' MIN. COWEXTRUDERS 2 PfvVEL DL�R $11C�JN ISx FLORIDAA EESRUD0 1000 SERIES SL10InG GLASS DOOR IS SHq�/K inlS PRInT ALSO APPLIES TO j [ t 2mD SERIES Sap $00 SERIES. ' d i T REVI DESCRIPTION DATE IN[ EXTRUDERS LIBERALLY APPLY _ i F L❑ P I D A - I CAULKING Ur+DEF. SILL \ INT. INC. g OR SET SILL IN BED \ !NSTa�+LATiON aNCHpR .. .. _. _ ANFO4D : L OF CONCRET_ 3/IS' Di TArCON TITLE; SLIDING GLASS -D❑❑R. INSTALLATION WITH f8 SCrEWS DRAWN BY: BB ( APPROVED BY: I ATE: !2/!7/01 SCALE: NH IDWC. z-'L_XrV S:-ii I -a _ r A 1000 P.W./DESIGNER SILL (TYP.) 48 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT B WINDOW F1 1 MULLION SEALANT BEIWLLN— .WINDOW FLANGES L MULLION - u #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN FL . SECTION A -A (1) L MULLION r1000 .P.V✓DESIGNER SILL (TYP.) . i #8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X I/8 TUBE MULLION _I I IF'll 1000 P.W./DESIGNER AUXILIARY PLATE SILL (TYP.) (FOR ADDITIONAL ANCHORS. WHEN REQUIRED) DETAIL #8 X 3/4 SELF C TAPPING SIMS O_ O 1X2X3/8 TUBE MULLION )a# l IN �. APPLIES TO HEAD & SILL WHERE 1" X 4" & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD — SCREW (TYP-) �— EXTERNAL MULLION INSTALLATION CLIP '-- MULLION DELPrt C� �r— A _. A / _ TUBE MULLIONSEALANT BETVEEN 1 1/8' MIN. WINDOW FLANGES EMBEDMENT ELEyaTION d MULLION SEALANT BETWEEN - VIEWED FROM EXTERIOR WINDOW FLANGE TAIL B � V X TO HEAD do SILL WHERE t" X 2" L MULLION DE k 2 7/t 6" TUBE MULLIONS ARE USED #8 X 3/4 SELF #8 X 3/4 SELF V 1000S H TAPPING SMS \-1000 S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJSEALANT BETWEEN SECTION A -A (3) SECTION A -A (41 ALLATION ANCHOR WINDOW FLANGES - �aD SCREW L MULLION 1000 P.V./DESIGNER SEALANT BETVEEN 1000 P.V./DESIGNER `\\IZ. CLIP SILL (TYP.) - WINDOW FLANGES - SILL (TYPJ ` ` k8 X 3/4 SELF L MILLION \ TAPPING SMS / #8 X 3/4 SELF #8 X 3/4 SELF \ SECTION A -A (7) / TAPPING SMS TAPPING SMS — 1000 S.H. t 1/8• MIR 1 X 4 X 1/8 I X 4 X 3/8 HEAD CTYP.) EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, INCA - SANFORD, FLORIDA TITLE: SER. 1000/ 1500 F I N SHEET 1 OF 2 H❑R[Z❑NTAL MULLI❑N SECTI❑NS SEE OTHER SIDE (SHEET 2 OF 2) FOR \\-58 X 3/4 SELF \-#8 X 3/4 SELF - = DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS _ S.H.1000 `— 1000nS.H. HEAD (TYP.) - �^..:.• �, - DR_4K?i BY: MSH I APPROVED BY: HEAD TYP.) E.R C`Y CEN-TRAL FHLO'PMA R.O. 0 BY WOOD #8 X 3/4 SELFp CK BY OTHEF \-1000 S:H. TAPPING SMS' 1TSA1YUiH`Al111J1'. R N HEAD (TYP.) pR/''* '- r - v SECTION A -A (2) 6 r1000 P.W./DESIGNER . SILL (TYP.) r / `#8 X 3/4 SELF 1000 P.W./DESIGNER / TAPPING SMS SILL (TYP.) / 1 X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 12 l X c 1 IJ ti-0Q ° 'K moo SA % S 11 J -LAMP tTYP.i _ i:r 'i'" u±r fi C i vF.? f -Lx F s<L� > ;p PING, S?'.S. �_,TLOET w x i`: i n 'C< PY rTn rtS rr± Cc r _ fli Fv iiTNFPSJ h4y�aa a a Tr r1S[ Sr4 { u T !.r't�--r._.;:.=r:.s-.3,.. �' -- i iYPifA= t:lilt lNi:: V"t^L"TF�'z t1+T3; r- i`,} CTa6R�fi=A (2i .r� 'a? HEAD Sty. SECT1QN �...�. A.i ._ . _x �s���sua,�ti� sEe. _ SR / ilB£ 1fi!✓ L:uh JAMP:<TY?Jti - �e w J iL9L S i 1_ i I ....-.� .. j Dr TAIL .JAiE CTYP.cTYPJ r ,fit JAM-v t-Y - i c Y. i/2 SELF V VI-E—_ FROM EX1 G-JR 1 ti sa INTERNATIONAL. INC r FLORIDA EXTRUDERS SAi`IFORD, FLORIDA - .c';� i Il r° � .V.=1 °\��- Jr.Crl 1 J(- C,t t f i :TITLE: _ - — 7 LL FU -- F r _ - T1RsWJ .Y >' , P°Pr.OVED BY: i W f ;♦ M ( oADE NIIAMI-DARE COUNTY, FLORI METRO-DADE FLAGLER BUILDI' BUILDINC CODE COMPLIANCE OFF] METRO -DADS FLAGLER BUILDI 140 wl .s'C FLAmpt s-rimirr, sure: I MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375 Premdor Entry Systems CONTIUCtotc WCENSQYC st:C71 911 E. Jeferson, P.O. Box 76 (305)373.2527 r•AX(30)375•: Pittsburgh ,KS 66762 coti•r%%(rrotz mils, (305) 37S-29GG 1 AX (ins) 371-: i,uot>uc. r CONTROL ueVi, (305) 375-2902 V X (305) 3724 Your application for Notice of Acceptance (NOA) of.. Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door' ur;der 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-Dac County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shalt 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 I 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 ii determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin, Code. The expense of such testing will be incurred by the manufacturer. 1 /2 — ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 haul tcoariguez Chief Product Control Division 'THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODER PRODUCT REVIEW CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06/05/200i Y714� - 4-" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code; Compliance Oflie Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN O 5 2001 EXPIRES April 02, 2006 NOTICE OF 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 23 not exceed the Design Pressure Rating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-IVIE Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/I1/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These 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 installed only at locations protected by a canopy or overhang'such that the angle between the edge of canopy or overhang to sill is'lcss 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 shill be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( pir otection systern,. 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.REQUIRENIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate coploS of the approves drawings, as identilic:d in Section 2 of thi5 Noticc of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other doCltnlcnts required by the Building OClicial or the South Florida Building Co. (SF13C) in order to properly evaluate the install ion of this system. Manu l Pcrcz, P.E. Product Co C Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2Q01 April 02, 2006 NOTICE OFACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South. Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initii 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 tcrmination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tlic 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. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tine. 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 pages 1, 2 and this last page 3. END OF'I'ilIS ACCEP' •ANCE Manu Perez, P.E.; Product Con tr xam Produ 'ntrol Division COP-WL-MA0100.02;;Z' FIBERGLASS DOORS Glazed UWLs 1 4a.miiiiiiiii1 1 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" 6'8" Height — Inswing I 1 COP-WL-MA0141-02 02-0419.08 52.0 NO (Application Filed) Not Listed Not Listed — — I 1MastiniteInternationalMiami-Dade 2'8' + IT OCCO t• 1 02-0419.08 COP-WL-MA0143-02 (Application Filed) 52.0 1. I NO 2'8" + 1'2" 210" + 1'0" 210" + 1'2" 3'0" + 17 TO" + 1'2" + i X0, OX. OXO 1'0"+2'8"+IT COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO 1'0"+2'10"+'IT 17 + 2'8" + 1'2" j 1'0"+2'8"+IT 1'G" — TO" + IT 1'2" + 210" + 1'2" 17'+TO" +1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" I I i XX, OXXo 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 r NO i 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" TV + 2'8" + TV + 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" + 210" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panefs 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 website (wvww.mason ite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bui'ding codes specify the edition required. 5. Masonite In.arna:ionai structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, Oak aft AR ]- 0 EK`" 1'11r l.XCI.ASS f.NTKY nGnM[ N--T 4Fl &.(""�(le !!lU►I �iif ��r/n/r a tl m Our ply D�a.l Maronite International Corporation Z( 29. 1007 conh'W'"9 OloOrmd of d'X.Cl n110Io'.'Mc01 M)sts t clholws. des 9" Intl d�Oducl dcl./il wl'Ica 10 ch^c WAooOt Oolico. Glued Units X X0, OX, OXO XX. OXXO COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing 2,0„ _ 2'6" 02-0418.03 2'8" — COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0". 3161, i Not.Llsted Not Listed — = 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3'ri" _ !'0" 3'0" + 17' 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Applicalion Filed) 55.0 NO ' 'IT + 2'10" + 1'0" 17'+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' 2VI ,r TV + 2'6" 2'8" + 2'8" + 2'8" 2' 1 C" + 2 10" + 2' 10" i 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WI.-MA0162-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" TV + 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'l0" + 2'10" + 2'l0" 3'0" + 3'0" + 3'0" + 3'0" I. Dccr a. r%ngetnents 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.masoiile.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 d 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 enlry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. t.a._w.-.1 .:<.� r. v'fiiv VooR9 �". dc.c«et.'G.ry C1::: go 2007 +owns oe•.. Ow ptootam of pt oc,.a 2tt0rovemeal makes speGii"tons. oesipn ano pm9um Masonite International Corp off a t i o r. r CNSiI ;.+:i.'ct to ch�npe witiw,d route. ,GOP•WL-MA0100.02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing X 1 1 XG. Ox, C1;0 i 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 NO 2'6" 2'8" — 2'10" 3'0" 3'6" I 1 2'8" + 1'0" Not Listed Not Listed 1 1 �1' � 02-0423.01 COP-WL-MA0148-02 (Application Filed) — — �• 1 1. 1 40.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" ! 37 + IT' COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO "T t 210'• + i'0" --� 1'2' + 2'8" + 17' IV' + 2'8" + 1'0" 1'0" + To" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 210" To" + To" + 3'0" i� ' XX, OXXO 2'8" + 2:8„ COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO I 2'10" + 2:10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-042301 (Application Filed) 40.0 NO I 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 1 3'0" + TO" + 3'0" + 3'0" II Notes: ?. Door arrangements usicg 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. s. lnsta `ation ins!rectio ns are available from the Wasonite tnterna'.icnal website (www.masonile.com) or from the technical center. :. kttzi c_sign, pressure requirement for a spaci!c cuild!ng 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 PA2.01, PA202 & PA203. O ak aff w....a.,. ,y�.-'� ��r" K CNT%Y DOORS 4- 14"n.. c�.<a:u,;,,��rc;';r,clufoc"niR.�.Drew!mml�essacor,:;.u's,us�:_a;f>::1 Masonite International Corpgration Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1Singles1 X 1 X0, OX, OXO 2'0" IR W 1 COP-WL-MA0166-02 t l' 02-0423.03 (Application Filed) t i 47.0 11 NO 2'6" 2'8" 2'10" 3'0" 3'6" 1 1 2'8" + 1'0" Not Listed 1 1 COP-WL-MA0168-02 Not Listed — — t l t t 1 1 1 02-0423.03 (Application Filed) 47.0 NO 2'8" + 1'2" 2'10" + 'IT 2'10" + 17 3'0" + IT 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1 2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. a O akgraff AR EK" a. r� a flaukr o-S.I. r:NI.y VOONl OprO2s. d. Masonite International Corporation OWcoinnwew p.odram of product +"Movcmml makes SDeCAiCalions. Oespn a"o Mad"a dcUa suDRn 10 Cope wdnoul no1Ke. Opaque Units COP-WL=MiA010 - - FIBERGLASS DOORS 6'8" Height — Inswing ,• �., ,. , 2'0" 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" Not Listed Not Listed — — 3'6" 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0109.10 2'10" + 17 COP-WL-MA0103-02 (Application Filed) 55.0 NO 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" IV' + 2'10" + 17 X0, OX. OXO 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + To" + 1'0" 02-0109.10 17 + 210" + 1'2" COP-WL-MA0104-02 (Application Filed) 55.0 N0 1'2" + 3'0" + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" 2T + 2'8" 2'8" + 2'8" 02-0109.10 COP-WL-MA0102-02 (Application Filed) 55.0 NO 2'10" + 2'10" 3'0" + 3'0" XX, OXXO TV + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'81. 02-0109.10 2'10" + 2'10" + 2'10" + 2'10" COP WL-MA0105-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak _raft A �� R k EK'. W ... � i � FI"I;NOI.ASS tN"i'IlY llOOKS Non�T•+.v..W fOwNuE."rT Oaw, Ap,d 19.2002 Ou, c1m .p program o1 produtl .nprOvemNd m kr IMId W.S. d-9. and product 0034 SuvK t to cft> gc WOW no1.CE E aclmi.elr from •+ Ou Masonite International Corporation 1 1 FIBERGLASS DOORS Opaque Units , X X0, OX, OXO , , � I 2'0" 2'6" 2'8" COP-WL-MA0121-02 2'10" TO" 1.1 r 01-1031.02 6'8" Height I• , 76.0 — Outswing ,. •, NO 3'6" Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" COP-WL-MA0123-02 3'0" + 1'0" 3'0" + 17' Not Listed 02-0109.09 (Application Filed) — 55.0 — NO 1'0" + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 17' 1'0" + 2'8" + 17 1'0" + 3'0" + 17 1'2" + 2'10" + 17 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (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-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, PA202 & PA203. 0 O akc aff AFt 1 EK'" t,FI E:IEGI. r�SC FNl'NY DOORS wn.."",rW fA"al•"E�Ooo.+ � IW►E✓VIA f.I���n ❑ AP"29. 2002 Masonite International Corporation Our co ti mo Drop. of Drodud enpm mm makes sDCMKations. dcsgn and omd.1 olUd suo,ec7 to [mntte without notice. J Opaque Units COP-WL-MA0160-02 FIBERGLASS DOORS 8'0" Height — Inswing ,• X 2'0" t COP-WL-MA0106-02 t.t• t 02-0109.08 (Application Filed) �• t 70.0 t. •t NO 2'6" 2'8" 2'10" 3'0" t• X0, OX, OXO 3'6" Not Listed t t t t 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0108-02 3'0" + 1'0" 3'0" + 1'2" Not Listed — — t.t• t i• t t. •t 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" IT" + 2'8" + 'IT 1'0" + 3'0" + 1'0" 17' + 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" 3'0" + 3'0" + 37 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" + 37 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" 216" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 6 PA203. O akcraff AR EK" rr,r"E..t h rNr.Nf. r.wl� F; N'1'NY nl)ONG rum-T..vr�a fu,wN.. Emry pooh Apra 29. 2002 Our Contmumg program of product mg ovement make$ smrficAtgns. oesrgn And product deud subject to change without nouce. Masonite international Corporation Opaque Units "C0P-WL-MA0100=02 FIBERGLASS DOORS 8'0" Height — Outswing MUNMEMKO X 2.D" COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO 2'6" 2'8" 2'10" TO" X0, OX, OXO 3'6" 2'8" + 17 Not Listed Not Listed — — 02-0109.07 COP-WL-MA0128-02 (Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2.8" + 1.0" 1'0" + 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" + 210" + 210" 3'0" + 3'0" + 37 XX, OXXO 2'8" t 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO _ 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 13 O akgraft AR � EK'" h,xt.x(i ,.Ati1 FN'1'XV nOOxS eb.FT .rv..a fD..NuEnvr Do"n Aora 19. 2002 oar continuing oroaram m wooua +"v,­nerx minces spccB+mans. as,pn and moo"ct - o•• r 000.. Masonite international Corporation detail Subject to charge wilhoul notice. t X Unit Ns- TYP. 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. oruuuunuurr.7rauaeeunnr, • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ®' 1 1 I I• 1 1 • Width of door unit plus 1/2" • Height of door unit plus 114" SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) 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 98 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. 0 E.r"r.< r •om Apri129. 2002 o...,r o<.•. 0•,<ommwnd program or prod.. +nmo.cmem makes SMd-rons, Masonite International Corporation atsgn and oloduEt &ua suofco to mange woou1 noiia. - XO or OXMIO-WL-MA0003-02 Unit SINGLE DOOR WITH 1 SIDELITE 3' 6' 6' CL TYP. NP• TYP. TYP. 1 1 1 1 l 1 1 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • Z per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening- • 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 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. rw Apn129 20-32 Oa EOmn-.—: Oi 04,a N w W,1 nukes 51,10,01 ns. aeSpn anc T%va dew suojw 10 change w4mul noUte. Masonite International Corporation OXO Unit r SINGLE DOOR WITH 2 SIDELITES 6' TYP. 6'8" UNIT 81" 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 Opening (RO • Width of door unit plus 1/2" • Height of door unit plus 1/4" I It t t t t t t t t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 ' f.<lu. y •m April 29. 2002 - Masonite International Corporation UuCOrunuu0 prVprJrn UI Vr VOu.^ .r i•Ovr:01C01 nUkri Tlrttrlr(,JtNr'. YClrp" jr\C UrUOun awa SUUIVCI W _r..InOC .00ul .0".. - oxxoMIO-WL-MA0005-02 Unit 1 DOUBLE DOOR WITH 2 SIDELITES 6' 3 6' CL TYP. TYP. TYP. TYP. 1 11 tl 1 11 ll 1 11 ll 1 1T6Yf 6'8, 13- UNIT 8'0" UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. t t t t t t t t t t t t t t t t Fainimurn Fastener Count BI '1 1 11' '( • 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 At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 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 M8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E•CIufVflY I.oT �E/%f�l..//ram:, ❑ C� April 29. 2002 Masonite International Corporation Our Conlinwrq plopgm of Dr00utl .ndroufinenl makes zpttAiOlrons. 0-9. and P,W,, 1 detail Sublttl to Oargc wilfldul .1it1 r XX Glazed Inswing Unit APPROVED ARRANGEMENT: T �. '= 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 68" 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 beeh 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: a o no °� oa as as H an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: as na as as as oa 105 Series 106. 160 Series' 129 Series" 12 R/L, 23 FUL. 24 FVL 107 Series' 108 Series 304 Series Series' This glass kit may also be used d1 the following door style: Eyebrow 5-panel with scroll O ak raft AR EW re --, A—CJKOL/ SS L,r I— OOONS N Tea...W Eawrl,,, Ew D. /R41 L April 29. 2002 - Ove a 0e Masonite International Corporation Ow cominump proofam of orodutd mpovemeon makes specdicamns. design and Drodml WJ4 subjea 10 Change wnhoul not-ce. Glazed Inswing Unit XX COP-WL-MA0142-02 :' FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a ; - as oa 404 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805W-2 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series Certifying Engineer and License Number: Ramesh Patel, RE120224 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: TESTEO IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0ak�_raff AR 4 EK'" t:I U L R G L AS S L N I N I"111111#tI Non-l..—" Ea.•e— Em., Dow. April 29. 2002 Ow contmump ot-ram of pro0w i prov mr mates swilications. design and product OCUil Subtm to Cnang'.4t.0.'1 c 0�• v Oa Masonite International Corporation XO or OX Glazed Inswing Unit COP-WL-MAO143.02. . 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 6'8". Single Door with 1 Sidelite Maximum unit size - 6'0' x 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. slate 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 an o0 00 00 00 100 Series 133.135 Series 136 Series 822 Series 112 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 AIL. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass Yd may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EK'� wnnd.L 'I'cnlurr.l I IIILNI:I.\\l l: r�rN 1II tIlllt,\ —T—iAe e—&-y Doon PREM v':'(..//,.✓.:. a/VVC/li'- -o.. ,oa ApId29.2002 - Masonite International Corporation Out Conunum; ..+tOU'dm OI ptodKI mtot0+emenl makes Spttdiealgn$. aspn and ;n Od,el atua IWi<:� �c c�anpe wnrroul m)uce. '! XOorOX Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: I 00 404 Series APPROVED SIDELITE STYLES: a o a 129 Series 200 Series 12R. 12L, 23R, 23L, 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 R to COP•WL-MA0143-02% k FIBERGLASS DOORS FULL GLASS: 0� 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 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 0 akcraff AR k EK" C1. I.) lli ll1H.\ f1 -T<.r "fMrC E..ay 0. April 29. 2002 0.1 com.numo prooram 01 prooua �mproremem makes somificauons. des.pn and product detaa s.a�ea w 'mope wnnout norrce + pu• sty Oeo.s Masonite International Corporation Oxo Glazed Inswing Unit APPROVED ARRANGEMENT: t; r o t ? 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". Single Door with 2 Sidelites Maximum unit size = 9'0" x 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 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: o a an ao na oa oa 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ oa no oa no as as 105 Series 106, 160 Series- 129 Series' 12 RA. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll OO akcraff AR 4 EK" 1ABLIACLA\\ UN-r'KY DOORS Noo-T.-4 EAe.Nn Envy Dn— MaGY,an/ �.✓� �i. o... roe... April 29. 2002 Masonite International Corporation Ow on ,no n.oprann or prodv0 . ,novenvl nukes spe[dicaln ns. des,9n and woduc, Wa., soo.eq lu crunoe wnnoul M12e. • • COP-WL•MA0144 02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114,120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: rr an3K 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�/ &X3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 13 Oakcraft !AR EIC" UJUL GLAsti CNIRY VOORJ Nm T•.a.ed Fm..a+au tmry 0o rar�C, ,lllln' - ❑ rACJYI✓v �I%.✓���. April 29.2002 Masonite International Corporation Our continuing program of oroduLl imofovem l makes smoications. amon and pto4uci eelan SAW to Canoe'ithml notice. , OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: '.COP-WL=MA0145 02 �"' FIBERGLASS DOORS axiom _i�}> e om ' r 0 U Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" 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-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 �00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n a o0 0o n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RR. 23 R/L. 24 R/L 107 Series108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft _ AFC 1 EK­ LIr1LIACL\\1 L IKV UnOAS F -T —i FE for ,Envy0— April 29. 2002 Our commu•nq dropram des,9n and wod,cl detad s0te0to CW.9, -h00 n01.(e. Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a I,o 00 - 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a 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. I Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff ,1/11-1 AR 4 EK" I III1Lu1:L A NN l:N I.1 1.1w4.T 1Iwj a1—y Dews PREM.... rVln 4,✓u,�;. April 29. 2002 Masonite International Corporatio 0., cu.I,M g o,opnm of t.omla-91l met mites SM.t IDmns. asp. alb woa� n aeua sutllen to cwrle without nuke. , XX O• It t Glazed Inswing Unit 1 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 3'0" x 8'0". Double Door Maximum unit We = 6'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant 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: oa ao 822 Series 1/2 GLASS: i Oakraff AR EK- .1 JAULRGLASS LN110' VOOKS r Taund Fo tigEwy noon April 29.2002 Ow b.op,am o1 bioduct i nvoO 1era rnAcs sptciftalionS, deSiCn and rnbdun detail subject 10 cNnpe without r0ce. a 108 Series PRFAI 09K. 11,,&,a 19 T 0�• ��r o Masonite International Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE120224 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 Olakcraff AR 4 EK" IIDLNci LA.l.t LN 1.% 11011.1 rw.T.u.., r—&. Entr, Dow. April 29. 2002 out conf wnp vogtam o1 podw no—ment makes speOfitllgns. design an0 wodw Eel.a sugKCf 10 change witlwul n012e E•<lulirela 11om Masonite International Corporation XO or OX ' I I Glazed Inswing Unit I APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 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 andgeographic 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: oa as 822 Series 1/2 GLASS: 7 a ao 404 Series 108 Series U O a kc,,.raft AR EK" f.(fu,i. ely l.Om 1:1111 •M f:1..A CAS C.' I N V I n1101 w+*••ova ra.011 E—y oo«+ PRE/�'%v :zLr.�L.�%.. ❑ /��j� �9 Apd129,2002 Masonite international Corporation ow conun�mg o09nn of prodotl vnmovemrnl. makes speolrcaluns. desron ara O.Odva "fl��l SuUleCl W mange w n0,1 nal.(c. XO or OX I • 1 I . ; 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: ;spa T a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,� / &—X3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�.raff AR O EW FOUL r• A 1't ifLX(iLA tS l: f+'I'X 1•1)()1)X1 ebn-T••a.n<EA..ru EmrYDw.r April 29. 2002 Our connu.og program o1 proo—.mpro —nl makes so-tica—s. pesign alb MoEuct octio suoiea to cNnge wnnoul nonce. PRc Ea(lusire lY I(om Masonite International Corporation Ox0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT. E r: 0 0 t 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 - 9T x ST Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: =I as oa 822 Series ao 404 Series 108 Series O akcraft AR k EK 19111PN<a AS1 LN"I NY,OUn Nl--T.mnd EleraYu E. 0— April 29. 2002 Masonite International Corporation our conldmng program of ptoo,a dnyoyerrl d mates speca"Qns. oes-gn and product delail subject to change wi[hW not.Ce oxo Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: yFx dyY 810 Series APPROVED SIDELITE STYLES: GOFTM, IA0149,02 8'0" FIBERGLASS DOORS 300 Series M s a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 O akcraff AR EK" w.,ea.,,,•ir<.. e.<n FAOIRGLASS ENTRY DOORS to T<ae"adFL•rf4"Erurr0— April 29. 2002 Our'"nuing program of pq dud i no—emem makes smilieaiions. design ana product detail Suojea 10 tlunge Wd000l rWliCe. f •<lu•iv<le lion �+ Oe•r�r, Dee., Masonite International Corporation OXXO Glazed Inswing Unit .8"0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 0 1 [J" H 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 We - 12W x 8*V Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: MOD oa oa 822 Series n as 404 Series 108 Series U Oak raft AR 4 EW w.,.r.l.,,,,n 1 e <.I Ea Clusrrely from IIUL.6LASS LI`r 1 1,00.5 1—T.—F-0«EI>n E."0— - �<.� � /� ❑ PR MO' .M ✓vn rr April 29. 2002 Our oroonm of produn .norovemem mates sMilitaloo., design and orodud M a s o n i t e International C o r p o r a t i o n dead stomp to Chmee wilhow hol�Ct. OXX0 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: s 810 Series 300 Series APPROVED SIDELITE STYLES: t &�. 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged . exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). W"549;, Or'@ 4 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�raft AR 4 EK'- V18CRGLASS LWIRY DOOKS—T•w.eO FA 14"Eery Door Aprd 29. 2002 Our CM4^w^9 O "p w wmu. ^^D�avemMl mates Spttil¢llgns. O<sipn arM o'WG detail S00ieC110 Clunpe withftl nw-rr (�C,' [.Uutivey M1um M asonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8 h y Y• Q 41 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is 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 no 00 00 �00 no 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ 00 � 00 00 an oo no 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakccraft AR EK" E..I�,:..I, Irem If 1; N(: L A NN l:N'1'H 1"SW-9SPREMDa ea f4..�a.�E.�vY Dnon A❑ / ' m p:,e :I f Deer. April 29.2002 0, a %.nu•ng program DI product mo,ovtmem makes SpeCAKalgns. design and p Oducl Masonite International Corporation deli)suoleC(lo Enange wdhou(no(de r XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: LJ no a1 - m� 0 404 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, 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�/ &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O, akcraff AR k EW HULKOLT\J LN'I lllVOOKS Non-T.wn!ft.,f uEnv,0— April 29. 2002 0. Conlinuuq 01-9 m vl W of inlprOVCTMI mA. spevilgalgns. 11K. lnd orvluel a"", suWeci to chxtoe lnvul noiKe. Grwurely hum Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- x 8T 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-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: as as 822 Series 1/2 GLASS: P as 404 Series O akcraff AR EK- 1'Ie LH(iLASS L N'I 1 0011.1 Nen.i.,—f r—r.0 Ee Doe.. April 29.2002 Ou. c_,.-.no Wopram OI eroded anp.ovemenl marts sMCnKnion:. OeSgn a�0 prp0�cl d,U4 $ubrcd to EMnde wilhoul rloliEe _ a 108 Series f.alu s.,<Ir Irom . Masonite International Corporation A • l sa 4 I 3 opnoNAL SSS GLASS OR A (/ ACRYLICl1iE$ AVAILABLE SFE SECTION 8-°) (5) INTE(RMEOAIE Sill£S FOR 16' W10E DOOR. ATTACHED w/ rac-L-LOC (TQP k eonn REV. NO. IJw uaET1R,wE AONIESIVE <ILONc cFxrFn) . 1 LE II®illll�lllll®IIIII��IIIiIIIIII®IIIiI�Iilll®11= C ho�11�71I� I FW-1 I I "F=-1 I 2 � REVISIONS DATE: I ECN NO. APPVD: I I Ann _ uww nry r I (TOP. BOTTOM k CENTER). . 1 DESCRIPTION FOR TRACK BOLT NOMZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) ANEW 'a' IS G GALV. STEEL FLAG BRACKET. EACH 15.E-5 TO WOOD JA48 WEN LISTED (3) S/le'a1-5/8' wow VG SCREWS. tom: DOUBLE TRACK TTtQCK CONECLIMATION LOW HEADROOM IS AVAILABLE AN OPnON ¢ DOORR VEIN •C- bIHEIGHTI 1- f 2- DARN. STEEL TRACT(. g YIN. TRACK THICKNM:.060' � S � 1• a ea P (BOTH �) O g TYP. 2-1/2-a12 GA G.V. STEEL TRICK BRACKET. TWO POINT LOCKING - : 3 (4) MOCK BRACKETS PER SIDE. ry o f�8"IACKET REPORT#9606C HpRZGNT. 3' a 20 GA U-BARS. OOJBL. 1Ru'a U-SAWS IN A 2-1-2-1 nw NFAOxnu OPINM/ PATTERN (I.E. TWO U-BAtS- ON BOTTOM SECTION. ONE U-BARS ON NW SECTION. ETC.) /14.5/e- SHEET METAL SCREWS `LOCATION OF OPTIONAL VENTS L IP A OPTIONAL. OUTSIDE KEYED LOCK POSITION DOOR WDIH � Ifi'-0' DOOR Y�TAPPING O INSIDE RNATKWc 1/4SELF SCREWS. CREWS. 1! CA FND IaNCAS IN f IN1TAMfn AM HNCF �y DOORS LIP ro 7'-0' NIGH CONSIST OF f) SECTIONS (sNowNjj. DOORS OVER 7'-0' NIOM CONSIST OF (5 SECTIONS (NOT SNONN). FRONT FRAME WTF4 U.V. 119P.114 EUC SCREWS ON 19 S MAY B 1 LINT RSUNIWIK WASHER REQUIRED I.Y: SCREWS MAY °E COROFRSIIwc COATING ON OUTSIDE SURFACE NEW 'C• (eW NOT REQUIRED) TO PROVDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAYS DO NOT TRANSFER LOAD. n n STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. CAM STEEL END STILE 2.6 YELLOW PWE JNAB -I I- z' TN1CK OP110NA sse GLASS OR 10 SCREW 20 GA. C.v. STEEL INTER. mIE 25 GA MIN. STEEL -� SIGN COATED WITH G-40 MIN. GALVANIZING. BIKED -ON PRIMER, AND A BAKID-0N POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SIM. SHIP LAP JOINTS. 3• TALL U-BAR 20 GA. CJLV. STEEL MIN. YM STRENGTH; 50 KSI �- r SECTION A -A (SIDE VIEW) 4 I/8' ACRYLIC LIE WINDOW uTE MILDER RUNNER SECTION R-R LUTE REWNER _ 12 GA GALV. STEEL TRACK /8x3/!• PAN HEAD SCREW' � NESSF/1�9 .1-SENEOje'—LAG s (10 SCRE" PER UTE) Jed ANCHOtS 011 21 CENI7R5 (C-90 BLOCJ() OR 24' CENTERS (z.000 PSI MW. CONCRETE) ON PER TRACK BRACKET. SNAP LATCH ENGAGES TAPGON SCREWS ON 17-I/2• LTMERS (1000 7/16• I.D. ROME) PUSH T le OA G.V. S1T31 CENTER HINGE 12 CA GAL'. STEEL TOP ONTO VERTICAL TRICE(. PSI NJW. CONCRETE). WASHERS NICUOED WITH FASTENER (ONE PER ROLLER) ROLLER BRACKET. EACH ONE SNAP LATCH ON yEEVE .VNCHORS. 1' O.D. YW. WASHER REONRED 2- G.V. STEEL TRILL( FASTF21m TO 1! GA G.V. STE71 ROl1FR 11INCE5 FASTENEp TO INTER. STILES W�({) BRACKET AnMHEo W/({) EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 12 GA G.V. STEEL TRACK BRACKETS. FASTENED TO END mlES EACH YI/(♦) �1fx5/e" SMEEr YETK SCREWS. 14 a SHEET METAL INTER STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH TRACK ATTACHED TO EICN BAIGKLT /I{x5/H• GREET YET. SCREWS MLD / MOUNTING SURFACE. HORIZONTAL LAMBS DO NOT WRIT ONE I { () J / " SCREWS. - TRANSFER LOAD. / k5/e' BOLT R NUT ! I f'xJ { SELF TAPP9K. SCREYS PER END WAGE OR TWO 1/4. Oul RNETS. OUTSIDE KEYED � - NAROE END END 2- DN SHORT STEM. 10 BALL STEEL ROLLER. /- If G G.V. STEEL. / END HINGE. EACH SEA ,WAR CONFIGURATION MARL( WESTERFIEED. P.E. FA$IEHED ro (NO INTER. PREPARATION OF JAMBS BY OTHERS SECTION C-C FLORIDA P.E. 148{95 STILES W/(4) 1lx3/e' INSIDE HANDLE NORTH CAROINA P.E. 1238,32 SHEET MET. k (4) 1/413/4' SELF OUTSIDE KEYED LOCK LOCK BAR TAPPING SCRE115. SIIAP IAraN lrxTt OPTION TR oNEWA=W 2; THE DESIGN OF THE suppORTE G sl,,mRAL ELEIJENTS DESIGN LOADS: +24.0 PSF & -24.5 PSF \ OU151DE EACH SIDE SHALL BE THE RESPONSHWUTY OFF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF TALL a 20 GA C.V. STEEL U-BARS END SURE BOLT HAROLE OF DOOR RECORD FOR THE BUILDING OR STRUCTURE AND W ACCORDANCE W A 2-I-2-I PATTERN I.E. Two U-SOUS mLE LOCK ENGAGES WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON GNOOKx ORAInaa AFF 9eeED N BUUE THIS DRAWING. aM .TN . nAOEn sFx (EABoss1. PART NO.: ON BOTTOM BOTTOM SECTION, N U-BAR ON NEXT INTOLOC VERTICAL SECTION ETC.. PICK U-BAR ATTACHED TRACK. ONE NOTKE 5 WITH 1/!'xJ !' SELF TAPPING SCREWS LOCK ON C-f—UAI/Prapl.lary inrennaGm URlaaa Stated Othanriaa 312 W*ul SL Sulk 1600 PER mLE L 110N. EACH SIDE a G DRAY BUILDING PRODUCTS CO. TOLERANCES an IDEAL Cincinnati, OH 45202 OF DOOR. - canlaln.d W-a'a, -,e .,,% .eR id. 140-513-381-48W a *—.d, v..a, a,cf.a.a, .0 - t.03 Wr Do=co lm F. No. i-513-762-3519 INSIDE 511OF NO,T , . avdaN. « dia4lbAad LOCK OPTION w-t IM war --t Fa-. a .00 - t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD a,.-v. W. ,-ti- — _0 .000 = t.005 -13 GA CAUV. STEEL BOTTOM 8RACKEr. Ra zry 1« a,ry d.maga a.W ATTACHED WITH (2) Id.5/8• SHEET MET. SCREWS. Z ,,,„, ,,,,,,,,,� m«arR.. .0000 t.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. R ALUMINUM DaRusoN Degrees - t 1/T CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1J k MNY. WEATHERSTRIP. % Third Angle { UM... Stated Othervriaa / Projection DIMENSIONS ARE IN INCHES. DWG. NO.: 102138 REV. NO. I - I, C L 11 4,J It 1 1 MODEL' 6RST (25 GA STEEL SKIN, MODEL: 4RST (24 GA. STEEL SKINS OPTIONAL DSB CLASS OR LISTED 1/8' ACRYUC UTES AVAILABLE (1) INTERMEDIATE STILE (SEE SECTION 8-8) ATTACHED W/ TOG-L-LOC ((TOP & BOT) AND URETHANE ADHESIVE (AI.ONC CENTER) 20 GA. MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM r'•• •—A TOP, BOTTOM & CENTER). • ® A ry '1 REPORT#9606C ( 25 GA. MIN. GALV./ LOCK POSITION (BOTH SIDES) KIN COATED WITH A BBAEAKEDSON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH W. all OF STEEL. SKIN. ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCATION OF LOCK ON M OPTIONAL VENTS '—"� A EACH SIDE OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. MAX. DOOR WIDTH 9'0" N INSIDE SHOE BOLT O(II14x5/8" SHEET METAL SCREWS LOCK OPTION ` DODO S UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 0 1 REVISIONS REV. NO.1 ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION 1 I A4 1 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3' TALL U-BAR 20 GA GAIN. STEEL 16 GOL GALV. TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(J) /I4x8/8' SHEET METAL SCREWS. P LAP JOINTS. LT f3 x .- 14 GA -GE STEEL END HINGE EACH 0 O o FASTENED TO ENO 1 STILES W/(4) 4x5/8' IT SHEET MEETTAL & (4) 1/4'x3/4' SELF •L" TAPPING SCREWS. 0 3' TALL x 20 GA GALV. _ STEEL U-8AR. ONE U-BAR 2. PER SECTION. EACH U-BAR ATTACHED WITH TWO 1/4'x3/4' SELF TAPPING W d HORIZONTAL TRACK SUPPORT BY I DOOR INSTALLER TO SUIT) 13 GA GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"xl-5/8' WOOD LAG SCREWS. NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT 1" 6 -6 70 i- 2" GALV. STEEL TRACK, MIN. TRACK THICKNESS: .060" _g 8 -0 88 TYP. 2-1/2'x12 GA. CALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE. SECTION A -A (SIDF VIEW) VERTICAL JAMB ATTACHMENT (.- #8x3/4' PAN HEAD SCREW .� (10 SCREWS PER LITE) END 2000 pASI MIN CONCRETE COLUMN MOLDED INSIDE STILE 3 8"x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTER. C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4'x4' 7APCON SCREWS ON 24 CENTERS (2,000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP 20 CA. GALV. STEEL INTER. STILE CH ON SLEEVE ANCHORS, 1' O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 ST EDTGALV. STEEL TRACK / (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE BRACKETS FASTENED 8 WOOD JAMB) MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT WITH ONE 5/16'z1-5/8' LAC SCREW HANDLE TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. \ 18 GA GALV. STEEL CENTER HINGE HANDLE I END FASTENED TO INTER STILES W 4) STILE SCREWS PER STILE LOCATION. 0 LHR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK O O VERTICAL JauB ATTACHMENT W000 FRAVE BUILING51• 13 GA. cALv, Sim BOTTOM LOW HEADROOM OPTION BRACKET. ATTACHED WITH TWO n �rfiNDQW 1/4"x3/4" SELF 1/2x3LAG SCREWS ON 24CEMERS. 1'O.D. MIN. /14x5/8 SHEET METAL SCREWS. 1 TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GLASS OR�IONAL 10 SCRALUMINUM EXTRUSION14 .A ND HIN a 18 GA INTERMEDLATE HING (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & VINYL WEATHERSTRIP 1/8" ACRYUC LITE UTYIEW 'C"C"SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. TION B-B /- STOP MOULDING BY DOOR INSTALLER (TO SUIT 2x6 YELLOW PINE JAMBS / `20 GA. MIN. GALV. STEEL END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C m J14x5/8' SHEET METAL SCREWS. 2" STEEL TRACK FASTENED TO 1 OUTSIDE KEYED LOCK 14 GA. GAIN. STEEL ROLLER HINGES 12 CAA, G ALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) LOCK BAR LOCKING INSIDE HANDLE TRACK ATTACHED TO EACH BRACKET 144/8' SHEET METAL SCREWS AND WITH ONE 1/4'x5/8' BOLT & NUT (4) 1/4'x3/4' SELF TAPPING SCREWS PER END HINGE. OUTSIDE DESIGN LOADS: +25.0 P.S.F. &-32.0 P.S.F. KEYED LOCK OR TWO 1/4" DIA. RIVETS. SNAP TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. LATCH LOCK OPTION PREPARATION OF JAMBS BY OTH RS 2' DIA. SHORT STEM, 10 BALL STEEL ROLLER. NoncE: . N A N6ID Y l I>eassl. PART NO.: - UNe11 JAMB CONFIGURATION / caeae.�aw/ProPrte a a AY ewnmcary PROwDUCTS c0.aawoe. Stated Otnerliae TOLERANCES.. 312 Wd.A SL W. 1600 IDEAL CincinnOU, OH 45202 - SECTION C-C / NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS % la —ta,..d er11n v m - w s•d^1•d• a.d. dmr—. ina4' OVOt"N•• e' �v1^TMdb .0 t.03 I& N. 1-513-381-48W tiuJr 8utl omum To No. 1-513-762-3519 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL' OF �i/ RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIEID, P.E. �j/ �/� WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON /�i ' v Pdar caa,.A. F1Fxx m ,ox. mer ...,At N Aabdiry 1or e1� d0"1p°" en4 lance —I, tnwx,wo .00 = t.015 .000 a t .005 .0000 = t.001 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. 7 OL THIS DRAWING. FLORIDA P.E. j48495 '// i `i Third Angle r Degrees 9 aes = t 1/2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF I SIZE NORTH CAROUNA P.E. #23832 aaL/ Projection + - Unlace Stotea Otherwtle OMAENSIONS ARE RI &ES. DWG. NO.: 102137 REV. NO. I 4 3 2 A%aPsA84'W- I I;- . , x . - , - -1 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs F2P_qir P_ntial WhnIP Ri dirlinn PPrfnrmanrP MPthnrl A Project Name: 2879 A Builder: DR HORTON Address: Permitting Office: City, State: 1�o�zrJ, FL 3a��3 Permit Number: Owner: D. ii?_ . VkoE1W 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 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 _ Glass area & type _ i 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, 460.0W c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, hit 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=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-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASS Total base points: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:�Si�� DATE: 03.0z I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. J , OWNER/AGENT:-x 4 DATE: e 1 ,�( I D3 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) r FORM 60OA-2001 C 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 4- 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 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 .CEILING TYPES. Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 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 EnergyGauge® 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 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 L55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 (1.087x1.150x0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FtaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 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®/FlaRES'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 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 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 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 10256 38807 18544 4898 10495 33937 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details AlDDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 - <Penetrations/openings>1/8" sealed unless backed by truss -or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier:is installed that is sealed to the perimeter, penetrations and seams. eilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of topfloor; 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 cfrn from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MFAS11RFS /mutt hp mat nr axeaarlarl by all racirlanrae 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 & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 _1 v ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 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 c. Tint/other SHGC - single pane 0.0 ft2 _ 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 a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, 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 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 fmal inspection. Otherwise, a.new.EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: ¢l a 103 Address of New Home: A(, GLySD.Lj_eCity/FL Zip: 3 a4lZ Cap: 60.0 kBtu/hr SEER: 12.05 Cap: 60.0 kBm/hr _ HSPF:8.25 Cap: 50.0 gallons _ EF: 0.86 PT, yo�TxE sr9��°A °OD WE *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 EnergyStarTmdesignation), 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 see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, con;aFt the 9epartment of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) l For: DR HORTON Notes: z = Desi n' Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2872 2872 22976 22976 0.70 0.40 269 153 Heating Equipment Summary Make TRANE Trade Efficiency . 8.4 HSPF Heating input Heating.output 0 Btuh @ 470F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh 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 Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 /CCk E:\Files\drhorton1287912879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House j DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 327466206 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 WinterTD = 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 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 *F Summer TD = 3. . Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = and door area 3039 Btuh 8.6 Btuh/ft2 Procedure C Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh procedure U - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 T 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 = 3631.5 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 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 Bold1halic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A:. VVrjghtSC3 t Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 /m E:\Files\drhorton12879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 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 LIV/DIN/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 90 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 BEDRM 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 BEDRM 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 wrightsoft RightSuite ResidentialTM 5.0.64 RSR26015 ,qCCA E:\Files\drhorton\2879\2879REVD.rsr 2002-Feb-28 13:29:06 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 15.0 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 me Wi1C_]i1t50ft Right-Sufte ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 �(,� E:1Files\drhorton\287912879REVD.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 _ NWNUHL J: IM t0. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 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 ft 4 Ceiings Condit. Option 8.0 ft heaticool d 8.0 ftj heat/cool 8.0 ft heat/cool 8.0 111 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 Clg (ft2) Htg Clg (ft') Htg CIg W) Htg Clg 5 Gross a 14B 4.6 2.1 1028 "*' '*" 284 '* ' `* ' 0 `**• 88 Exposed b 12C 2.0 1.9 1000 "" "`* 64 "`* »»'« 0 ""• *»*" 0 •*•: •••• walls and c 13C 3.2 1.2 552 "«* "** 144 `•*' '"'* 88 '*" «"` 64 partitions d 0.0 0.0 0 "* ""` 0 "" "*" 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 **" 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 E/W 0.0 0 «'*• 0 0 "• 0 0"*' 0 0 "'* 0 SE/SW 54.3 220 •*" 11927 2.3 "" 1090 0 "'"' 0 0 0 South 0.0 0"*' 0 0 0 0 0 01 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 01 0 0 0 0 0 0 0 9 Net a 14B 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 22B 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 1 26.61 8.6 355 9454 3039 91 2424 779 181 479 1541 0 01 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 o/c86 15 Total loss = 13+14 _ 40970 "`* "" 1 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 1201 Air required (cfm) '*" 0 1933 *«** 0 362 - 0 (A *«'* 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. .� wr�ghtsoirt Right -Suite ResidentialTM 5.0.64 RSR26015 2002 Feb 28 13:29:06 -4CCp• E:1Filesldrhorton1287912879REVD.rsr Page 1 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 _ nnHnuAL J: rtn to. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 ft 11.0 ft 13.0 It 0.0 It 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 It 6.0 x 5.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 ftheat/cool 8.0 ft heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg 1 (W) Htg Cig (W) Htg Clg (ft') Htg Clg (W) Htg Clg 5 Gross a 14B 4.6 2.1 80 "'* ""' 88 :*** **** 104 "*" **** 0 =* Exposed b 12C 2.9 1.9 0 =«.« _*_« 0 .,._ «_«« 0 «.«, ___« 0 walls and c 13C 3.2 1.2 0 "" "" 0 "'* "" 0 partitions d 0.0 0.0 0 '_" "'* 0 :___ ":• p =__* = 0 6 Windows and a 1C 37.0 "* 16 591 "" 16 591 "** 16 1 591 *'"' 0 0 glass doors b 8C 37.0 " 0 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 0 "" 0 0'*" 0 0 *"' 0 0"' 0 glass doors NE/NW 51.4 0 "" 0 0"**` 0 0 "" 0 0 "" 0 Cooling ENV 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 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 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 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 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 26.61 8.6 16 426 137 16 426 -137 '16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 ""` 1444 "" •"' 1494 *'** "" 1594 "*" "*" 0 '•': Less external heating ""' 0 "*' "" 0 "" "" 0 "*` "" 0 Less transfer •'*` 0 "" "'• 0 "' �•10°/ 0 14 Duct loss 10 o/c 144 •':` 10 ^/ 149 159 `**' 10 °/ 0 •"' 15 Total loss = 13+14 - 1588 ""' - 1643 "`: "" 1753 "" '*" 0 16 Int. gains: People @ 300 0 "*' 0 0 ***' 0 1 *"' 300 0 0 I 1200 0 "" 0 0 "*• 0 0 0 17 Subtot RSH gain 8..+112+16 "" "•' 1027 - «" 1044 "** ••*' 1377 "" 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. wr�ghtsoft RightSuite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCai E:\Files\drhorton\2879\2879REVD.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 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig (W) Htg I Clg (ft2) Htg Clg (ft') Htg Clg (ft2) Htg Clg 5 Gross a 14B 4.6 2.1 288 "" '"" 96 '*'* "" 0 *'*` `*" 0 Exposed b 12C 2.9 1.9 64 "•• *'•« 0 •••« »•• 96 •**• *«•* 0 , "• Walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 *"' '"" 0 "" "" 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 "" 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 0 "" 0 0'"'" 0 0 *' 0 0 ""` 0 glass doors NE/NW 51.4 0 "" 0 10 "" 394 0 "" 0 0 "" 0 Cooling EM/ 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 11 A 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 2.1 235 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 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 10 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 8.6 531 1411 454 10 266 86 15 399 -.-128 0 0 0 13 Subtotal loss=6+8..+11+12 «'"" 5658 "*` "" 1536 "" `"" 1916 **** '*" 520 Less external heating "" 0 "" '*"' 0 '"" "" 0 "" `*" 0 Less transfer «•«« 0 •••• ••«" 0 ..«. .."« 0 .«:« ««" 0 *««. 14 Duct loss 10°/ 566 "`: 10°l 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°/ ""' S49 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 20 Air required (cfm) ""` 0 328 ""' 0 138 `*** 0 94 "" 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsolFt Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 �� E:tFilesldrhorton1287912879REVD.rsr Page 3 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: /in La. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ftl heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg (W) Htg Clg (ft') Htg CIg (ft') 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 "" "" 0 `**" "" 0 "" '*" •"` •"' partitions d 0.0 0.0 0 "" *"•' 0 •"" "" 0 f 0.0 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 0 Heating c 9C 38.7 0 0 "'* 0 0 "" 0 0 d0.0 .. 0 0 «.,, 0 0 .,.. 0 0 .... ..„ e 0.0 «. 0 0 .... 0 0 ««.. 0 0 ,,.. ...* f 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 0 "'* 0 0 ' *' 0 •`•• Cooling E/W 0.0 0 '*`* 0 0 `*" 0 0 "** 0 SE/SW 54.3 52 "" 4006 13 *"' 621 15 "" 711 South 0.0 0 ""' 0 0 "" 0 0 "** 0 Horc 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 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 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 0 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 26.6 8.6 90 2397 770 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 - 9062 '":' "`* 1511 "" '*" 1881 Less external heating - 0 "" '•" 0 "" "" 0 Less transfer - 0 "" "*• 0 "" "•' 0 "~ 14 Dud loss 10°/ 906 "*` 10°/ 151 "** 10°/ 188 "" % 15 Total loss = 13+14 "" 9968 ""` "" 1662 - "" '*'* 2070 16 Int. gains: People @ 300 0 `*" 0 0 •`*" 0 0 0 ''*• Appl. @ 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 Dud 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 79 - 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� wr�ghtsoi C RightSuite ResiderdialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCP. E:\Files\drhorton\2879\2879REVD.rsr Page 4 bath duct roof cop Fan 3• bath duct to roof cap ■/fan duct Cap VC SLAB 2 MEN WALL d- ap Must have a ninksun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. Rating V r \� } 00 \ Q (U 00 Q o r CO w >_ z 0 Z � J Fw Q ::) J O =) Q Q� ma. J(na0 MiTek' February 1.7, 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 thru I4421366. Total : 28 drawings. Job :DR2879DA Builder D.R. HORTON Location :BAKERS CROSSING, LOT County :SEMINOLE 16 Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. February 17, 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 1i Trusses included=28 0,"\DR2879D\a.tre" 1,"\DR2879D\a 11.tre" 2,"\DR2879D\a7.tre" 3,"\DR2879D\a9.tre" 4, "\DR2879D\agab. tre" 5,"\DR2879D\b1 tre" 6, "\DR2879D\bg a b. tre" 7,"\DR2879D\bgab2. tre" 8,"\DR2879D\c.tre" 9, "\DR2879D\cg a b. tre" 10,"\DR2879D\d.tre" 11, "\DR2879D\dgab.tre" 12, "\DR2879D\dgab2.tre" 13,'1DR2879D\e.tre" 14,"\DR2879D\e 1.tre" ".5, "\DR2879D\f 19. tre" 16, "\DR2879D\f22. tre" 17, "\D R 2879D\f22a . tre" 18, "\DR2879D\f23. tre" 19, "\DR2879D\fg.tre" 20,'1DR2879D\j.tre" 21,"\DR2879D\k.tre" 22, "\DR2879D\k 1.tre" 23,'1DR2879D\I.tre" 24, "\DR2879D\I 1. tre" 25,"\DR2879D\m.tre" 26,"\DR2879D\m 1.tre" 27,"\DR2879D\s.tre" 1 4421339 1 4421340 1 4421341 1 4421342 1 4421343 1 4421344 1 4421345 1 4421346 1 4421347 1 4421348 1 4421349 14421350 1 4421351 1 4421352 14421353 1 4421354 1 4421355 1 4421356 14421357 14421358 1 4421359 1 4421360 1 4421361 1 4421362 1 4421363 1 4421364 14421365 14421366 1 4421367 * No,45161 � STATE OF t.. � `V January 27, 2003 AIVARMNO - Ver{fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. =nnev e Design void 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. ApplloabilBy of design parameters and proper Incorporation of component is responsibility of building designer - not buss -- - designei. 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 br'acing 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-B8 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. SVmb®Is PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches: Apply plates to both sides of truss and sec urely seat. a'4 *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 INUTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width -4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. LAYERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM01 8,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS 4J5 cc o _ o a. Sy V U 0 F- a ce c� cb 00 BOTTOM CHORDS J1 A J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE 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 MiTek® PANEL TM CLIP GANG -NAIL ® HYOROAfR 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 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. _-J b Truss Truss Type Qty Ply HORTON 14421339 DR2879D - A ROOF TRUSS 19 1 (optional) til.l..V-J F'HIV-1 rr, LUIVIDVVuuU, rL, MI IL-K rnausines Inc. 31 -1-0-0 6-0-12 11-7-C 1-0-0 6-0-12 5-6-4 4A = 4 o.uuu s Jul z3 zVUz MI I eK Industries, Inc. Mon Jan Z/ 1b:40:21 2003 Page 1 5-6-4 6-0-12 Scale = 1 3x4 = - 3x4 = 3x4 = 54 = Offsets 7-10-13 15-3-3 23-2-0 7-10-13 ' 7-4-5 7-10-13 LOADING (psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 CSI DEFL in (loc) I/defl PLATES TC 0.58 Vert(LL) 0.08 8 >999 M1120 BC 0.47 Vert(TL) -0.18 7-8 >999 WB 0.32 Horz(TL) 0.04 6 n/a 1 st LC LL Min I/deft = 480 Weight: 105 lb BRACING TOP CHORD Sheathed or.4-7-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. 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 (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 mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard GRIP 249/190 Q WARMNG - V&Wy &Agfi pdmimlaif a" RM NOTES ON TfflQ AAM RERM SME Bp"M tu. 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 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 responsiblllty of the erector. Additional permanent brbrcdng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Rocommonciallon available from Truss Plate Institute, 683 D'Onofrio Drive, Madison, WI 53719. 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 l . 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 c2 73 other. WEBS J5 Q 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 ; ; Q �' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o a as at joint locations. truss and vertical web, o 4. Unless otherwise noted, locate chord splices /4 length(+ 6" from � at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 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 MANS-NPi1L ® HYDROv4/Q ® - J r JF�b— Truss Truss Type Qty Ply HORTON 14421340 DR2879D All ROOF TRUSS 1 1 (optional) 0,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 5-9-4 11-0-0 1 12-2-0 17-4-12 23-2-0 1-0-0 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4 Scale = 1:40.1 _ 4x6 4x6 = 4 5 6.00 12 3x4 i 3x4 J 3 6 7 2 �, to 3x6 = 11 10 9 6 34 = 2x4 11 3x4 = 5x6 = 2x4 II 59-4 11-0-0 12-2-0 17-4-12 23-2-0 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4 Plate Offsets X,Y : 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 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 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. 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 (lb/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. [*- LOAD CASE(S) Standard T N0, 4 5161 ,k '. STATE OF WAL AWARMNO • VerM design parameters and READ NOTES ON TB73 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 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 tabrbatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® 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 sec urely 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-Nail 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 ca Q Cr J5 o _ o a spy u U O r a c8 c� cb 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. 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 Im! 0 MiTeke TM PANEL ` CLIP GANG--L HY®RMAIR 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 Of 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 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. v Jbb Truss Truss Type Qty Ply HORTON 14421341 DR2879D A7 ROOFTRUSS 1 1 (optional) jACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:2 22003 Page 1 -1-M 3-9-4 7-0-0 11-7-0 16-2-0 19-4-12 23-2-0 1-0-0 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 Scale = 1:40.0 5x8 = 3x6 it SA = 4 S 6 6.00 12 2x4 2x4 3 7 8 2 c�1 T Io 3x8 = 11 10 9 axe = 3x4 = Sx8 = 3x4 = 7-M 11-7-0 16-2-0 23-2-0 7-0-0 4-7-0 4-7-0 7-0-0 Plate Offsets X,Y : 2:0-8-0,0- 6 , 4:0-1-12,0-2-12 , 6:0-1-12,0-2-12 , 8:0-8-0,0-0-6 , 10:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES. GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(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 G.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 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 (Ib/size) 8=2140/0-4-0, 2=2231/0-4-0 Max Horz 2= 1 35(load case 4) Max Uplift8=-1472(load case 5), 2=-1568(load case 4) FORCES (Ib) - 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 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 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. i i��+ 5) Girder carries hip end with 7-0-0 end setback ,Q [7L1�/hl 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.Olb up at 16-2-0, and 603.21b down .• ' ""•••, ` F and 528.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. '`�� i /0 !.- • 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 61 .: LOAD CASE(S) Standard `' !� :• No. 45161 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo •"(� Yff 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 �•AT C Concentrated Loads (lb) i JiAT st 4 Vert: 11=-603.2 9=-603.2 rti AWARMNO - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek eonneotors. 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 far lateral support of Indlvicua1 web members only. Additional temporary bracing to Insure stability during construction Is the 109DOndblllty Of thA Ateelef. Addltl8nel pg1f118nsn( I31)118Inq e( ft 601611 1166164 k the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wi 53719. Symbols Numbering System ®General 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. Ya J2 J3 J4 owner and all other interested parties., ye„� TOP CHORDS 2. Cut members to bear tightly against each Cz 73 other, Q WEBS J5 3. Place plates on each face of truss at each *For For 4 x 2 orientation, locate ,; ; '' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. of a o 4. Unless otherwise noted, locate chord splices at I14 length(+ 6" from C, panel adjacent joint,) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT., practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 93001.3=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 `'"'"'G-� ® HY®ROA/I�®, b Truss Truss Type Qty Ply HORTON 14421342 R2879D A9 ROOF TRUSS 1 1 (optional) -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 r -1-0-0 , 4-9-4 - 9-" 14-2-0 18-4-12 23-2-0 1-M 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4 Scale = 140.1 4x6 = 4x6 = 4 5 6.o0 12 2x4 2x4 i 3 6 7 2 Io 3x6 = 9 5 3x6 3x4 = 5.6 = 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9-0-0 Plate Offsets X,Y : 8:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP CLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 CDL 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) 1st LC LL Min I/deft = 480 Weight: 101 lb LUMBER BRACING OP CHORD 2 X 4 SYP No.2D 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 FACTIONS (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 OP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 OT 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) 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 adequate drainage to prevent water ponding. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 Ib uplift at joint 7 and 670 lb uplift at joint 2. Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ......, v. + t ' No, 45161 ,k STATE OF 'c./� o R Ia�'�' ANAL ®WARMNG - VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and piopei.lncorporatlon 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 bNcing of the overall structure is the responsibility of the building designer. For general guidance egarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onotrlo Drive, Madison, WI63719. F Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. ��8 J2 J3 J4 owner and all other interested parties.. '8 TOP CHORDS 2, Cut members to bear tightly against each Cz 73 other, o WEBS J5 a:3, Place plates on each face of truss at each * For 4 x 2 orientation, locate oz c ; ; �' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations, truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices I length(+ 6" from adjacent 14 U C, 06 at panel joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 . 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, ��� PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 LNG-��� ® HYDR97AIR � . b Truss Truss Type Qty Ply HORTON 14421343 R2879D AGAB 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 15:40:23 2003 Pagel -1-0-06-0-12 11-7-0 17-1-4 23-2-0 1-M 6-0-12 5-6-4 5-6-4 6-0-12 Scale = 1:39.6 - 4x6 = 4 6.00 12 3 5 2 6 ri Io 3x4 = 6 3x4 = 3x4 = 5x6 = 7-10-13 15-3-3 23-2-0 7-10-13 7-4-5 7-10-13 Plate Offsets X,Y : 4:0-2-0,0-0-8 , T.0-3-0,0-3-0 , 22:0-0-0,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(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/deft = 480 Weight: 148 lb - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-975 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 Horz 2= 1 97(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 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) All plates are 2x4 MII20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. L3 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6....•;., a 7) 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 �QS 9 j ►. 7 2. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t. ; * NO, 4 5161 LOAD CASE(S) Standard STATE OF � v L0Qln[t� Qnra�. ®WARNING - VerW dealgn,ammeters and READ NOTES ONTHIS 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 bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installina and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. MiTek® 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. *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 Joint/Plate Placement Chart. 0 0 U a O 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 LEFTTO RIGHT. 0 ir 0 U a 0 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, 93001.3-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M I MiTeke PANEL TM CLIP FORM018,019 GJXNG-MLAIL ® 7 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 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. b Truss Truss Type Qty Ply HORTON 14421344 R2879D 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 -1-0-0 5-9-12 11-2-2 16-10-0 I 1-0-0 5-9-12 5-4-6 5-7-14 - Scale = 1:49.3 3x4 = 6 Sxe 5 I6 6.00 12 2x4 II 4 54 i 3 7 2x4 11 8 3x6 3.00 rl2 2 9 r 5x6 3x4 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 : 3:0-3-0,0-3-0, 5:0-3-3,Edge], 5:0-2-15,0-1-12 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0:39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 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-M Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (Ib) - 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 category 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. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. i I]r j 1,33 6) Truss Engineer: Junaidie Buchman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `�!� _� �`� ,.• ' "'•• .,•, LOADCASE(S) Standard t . No. 4.5161 � STATE OF = a4 ,A WARNING - VerVy design pamareters and READ NOTES ON TB7S 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 br�icing 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 Spectflcation, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. �r— Symbols PLATE LOCATION AND ORIENTATION t 3�4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ys„ A" i *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-Nail 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 4010 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS C2 73 Q WEBS 5 o _ o OIJ U ►- (L ca c? cs 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 MiTek PANEL TM CLIP 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 trt)sses. © 1993 Mitek Holdings, Inc. FOR M018,019 ,lbb Truss Truss Type Qty Ply HORTON ' 14421345 DR2879D BGAB MONO SCISSOR 1 1 (optional) CCU -SPAN r n, LvrvGWOOD, FL, MiTek ek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 -1-0-01 5-9-12 11-2-2 16-10-0 1-0-0 5-9-12 5-4-6 5-7-14 Scale = 1:49 3a4 = 6 31 U4 5-9-12 5-9-12 11-2-2 5-4-6 16-10-0 5-7-14 16-11-10 0-1-10 Plate Offsets X,Y : 3:0-3-0,0-3-0, 5:0-3-3,Ed e , 5:0-2-12,0-1-13 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 107 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 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 BRACING TOP CHORD Sheathed or 4-3-6 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 1 Row at midpt 5-8 NOTES (8) 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) 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-M oc. 4) 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. 5) 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. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. j 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. r 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. CASE(S) Standard Bli No.451E1 Os TA T E OF `� 4f ON t�,�� A WARNING - Verify design parameters and READ NOTES ON TBIS 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 bulcllnq component to be Installed and loaded vertically. ADDllcablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss deslner, Bracing shown ft 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 iesponslblllly of Ike 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 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. j Symbols 1 PLATE LOCATION AND ORIENTATION 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. -�- *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 Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 0 0 O a �ti is v O a ca c7 C6 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. _o MiTek® O PANEL TM CLIP FORM018,019 GiO11G- � ® HYDRO AIR. 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. Job Truss Truss Type Qty Ply HORTON 14421346 DR2879D BGAB2 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 15:40:23 2003 Page 1 1-1-0-0 5-10-8 11-2-8 16-10-0 1-M 5-10-8 5-4-0 5-7-8 2x4 II Scale: 1/4-=l' _ 11 2x4 II 10 2x4 11 6.00 12 3x4 i 9 e 2x4 II 7 2x4 �\ 2x4 x4 II 21 2x4 II 6 5 5x6 4 xE II 24 z0 3 x 11 3 2x4 II 2 Hi �1 3x4 — 19 18 17 16 15 14 13 12 2x4 II 2x4 II 2x4 11 3x4 = 2x4 11 2x4 II 54 = 3x6 = 8-6-8 16-10-0 8-6-8 8-3-8 Plate Offsets MY): 3:0-3-0,0-3-0 , 13:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(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.2D TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D 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=-56 NOTES (5) 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) 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 �y 2. i � 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. !� [3 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .+ • "'• ,,• ' LOAD CASE(S) Standard }/y ; '�3�' �(�,••e r : Y 'k No, 4 5161 Y � h T •� \3�11i� OF 4� �QNAL A WARNING - VerV 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 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 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 GST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. MiTek® Symbols 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. - *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 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 401, continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c3 Cr WEBS IJ 5 00 dU O a ca c7 cs 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. 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 MiTek@ O �� PANEL TM ® C LIP ® HYDRO -AIR' ® . 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. .Jbb Truss Truss Type Qty Ply HORTON 14421347 DR2879D C ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 -1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 20-8-0 1-0-0 5-2-4 4-7-12 4-7-12 -, 5-2-4 1-0-0 Scale = 1:35.1 4A _ 4 6.00 12 - 2x4 2x4 6 5 3 2 6 qRq{ 7 Io Oi 8 3x4 = 5x8 = 3x4 = r 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X,Y : 8:0-4-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFIL in floc) 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 1st LC LL Min I/defl = 480 Weight: 88 lb- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT 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 Horz2=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, 5-0=-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 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 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 ♦ �� f 13 .• ♦♦♦ •.Y..l...t... �qj�•���/. vy No, 4 5161- • � y V STATE F 4F a� s• ®WARNING - VerW design paranwters and READ NOTES ON THIS AND REVERSE SIDE BEFORE RSE. 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 bulking 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 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 iTek® Handling Installlnq and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Sy boll PLATE LOCATION AND ORIENTATION 14 *Center plate on joint unless dimensions indicate'otherwise. Dimensions are in inches. Apply j plates to both sides of truss and securely seat. Ir *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 MILek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 o _ o Cr U O O sti u U a ce c? c, 00 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. 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, 9300137N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI ���\-L�,® PANEL TM CLIP FORM018,019 GAr'JG-wuL ® HYDRO -AP" . e 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 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. 1.1. 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. b Truss Truss Type Qty Ply HORTON 14421348 R2879D 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 19-M 20-M 1-M 5-2-4 4-7-12 4-7-12 5-2-4 1-M Scale = 135.1 44 = 4 2x4 2x4 11 6.00 Fl2 2x4 2x4 i 3 5 2x4 II 2x4 II 2x4 11 x4 I x4 2x4 11 0 xfi II A II 2 6 2x4 II 2x4 II 2x4 it 2x4 It 6 2x4 II 2x4 II 2x4 II 2x4 II 3x4 = 5x8 = 3x4 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3-0], [18:0-0-0,0-M], [19:0-0-0,0-0-0], [20:0-0-0,0-M], [21:0-0-0,0-0-0], [22:0-0-0,O-M], [23:0-M,O-Ml, [24:0-0-0,0-0-0], [25:0-0-0,0-M], [26:0-0-0 0- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 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 st LC LL Min I/deft = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc pudins. 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=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" i O�j 4) Gable studs spaced at 2-M oc. P ... "'•.-.�•`', J J 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. _� ........... 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 600 lb uplift at joint +� ' [ I�1 6. �; •��� r�•` sr 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r' Rio, 4.5161 LOAD CASES) Standard � �. r O �, STATE of ��• toR�oa�' ��Qiva�:•�� AWARMNO - Ver(jy design paradneters and READ NOTES ON THMS 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 bi1scing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® r Symb®Is PLATE LOCATION AND ORIENTATION 11/. *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-Nail 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 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz 73- ClWEBS o0 IJ5 aC7 LbO 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 Im! 0 MiTeke TM PANEL CLIP , ®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. 6 lb lob Truss Truss Type Qty Ply HORTON 14421349 R2879D ' 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 14-3-0 1-0-0 3-10-11 3-5-5 _ 3-5-5 3-5-11 Scale = 125.7 4x6 = 4 6.00 12 20 = 2x4 = . 5 3 7 5x6 = 6 2 3.00 Fl2 3x4 3x8 // 5.6 7-4-0 14-3-0 7-4-0 - 6-11-0 Plate Offsets X,Y : 6:0-0-8,Ed e , 6:0-3-3,0-9-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horc(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1st 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 (lb/size) 6=638/0-8-0, 2=742/0-8-0 Max Horz 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 category. 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 grain formula. Building designer should verify capacity of bearing surface. 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 !� i F 2. .,......... 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6.4 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard . No, 4 5161 ; STATE OF t . CV 0.%'0RlD,��''� oNAL WARNING - VerVy design parameters and READ NOTES ONTJHS 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 bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI53719. MiTek® Symbols 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. *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 formal refer to the MiTek/Gang-Nail 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 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 0 0 U a O Numbering System J2 J3 J4 TOP CHORDS 0 0 U a 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 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 MiTeko PANEL TM CLIP ® 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. bb Truss Truss Type Qty Ply HORTON 14421350 R2879D DGAB ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 -1-0-0 7-4-0 14-8-0 1-M 7-4-0 7-4-0 Scale = 125.6 4x6 = 3 2x4 II 2x4 II 6.00 F12 2x4 II 2x4 II 4 2 15 2x4 11 2x4 11 5 2x4 11 2x4 11 3x4 = 2x4 11 3x4 = 7-4-0 14-8-0 7-4-0 7-4-0 Plate Offsets X,Y : 10:0-0-0,0-0-0 , 11:0-0-0,0-0-0, 12:0-0-0,0-0-0 , 13:0-M,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO W B 0.04 Horz(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 puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-8-0 Max Horz 2=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, 23=-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 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-M oc. it 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. !Q i 131,/rG/,�/` 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 4 and 482 lb uplift at joint .• ' "" .�•` 2. .y�iFr�'�f!, 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. �' ��3 �`.• LOAD CASE(S) Standard * Na 4.5161 �i i3TAiTEOC �! 0STATE 1./ `% �4 Nr.wrr�6. AIVARMNG - Vsr{)'y design paranseters 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 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 tabrkaddon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recomm*ndation available from Truss Plate Institute, 583 Donofrio Drive, Madison, WI53719. MiTek® Y 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 l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Y8, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each • - ca c� other. o WEBS cc 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate �, �� 3 joint and embed fully, Avoid knots and wane plates from outside edge of O d �7IJ5 at joint locations. truss and vertical web. d a 4. Unless otherwise noted, locate chords lices 1/4 length(+ 6" from pca C,G6o at panel adjacent joint.) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of • connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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, 40011 unless otherwise noted, SBCCI 87206, 86217, 919b 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 {�\�® CLIPEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 G.o.NG- � ® HYDRO-A/R® - , Sob Truss Truss Type Qty Ply HORTON 14421351 R2879D DGAB2 MONO VAULT 1 1 (optional) t4CCU-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 1 -1-0-0 14-8-0 1-0-0 14-8-0 2x4 Scale = 1.422 4 6.00 12 2x4 II 2x4 II 2x4 II 5x6 i 2x4 II 3 2x4 II IV I 2x4 II 6 2.411 El S _ 2 2x4 11 5x6 II 1 2xa 3x4 % 3.00 12 5 3x4 7-6-0 14-8-0 76-0 720 Plate Offsets X,Y : 3:0-2-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP . TCLL 30.0 Plates Increase 1.33 TC b.87 Vert(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 Horz(TL) -0.08 5 n/a BCDL' 10.0 Code FBC2001 1st LC ILL Min I/deft = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc purlins, 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 2-6=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; 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) 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-M oc. 4) Bearing at joints) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. -� ............ I 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 ' ��'.4� !. 7�jf •;`�� 5. ^ s. 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. * Na 4.5161 LOAD CASE(S) Standard '•� STATE OF �, �•srr.wrr�s y�' GV�1 an�a�. ®WARNING - Ver{ fy design parameters and READ NOTES ONTMS AND REVERSE SWE BEFORE USE. Design void 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 literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 12/. * 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 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. Numbering System J2 J3 J4 TOP CHORDS c2 Q WEBS J5 Cl o _ o U; �' ; O a �' u U ce v ce 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. 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 MiTeke TM PANEL CLIP ®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. FdRM018,019 a.4N[3-NAIL HYDRO -AIR b Truss Truss Type Qty Ply HORTON 14421352 R2879D E ROOFTRUSS 1 1 (optional) .ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 -1-0-0 4-2-0 8-4-0 9-4-0 1-0-0 4-2-0 4-2-0 1-0-0 Scale = 1:17.0 4x6 = 3 6.00 F12 4 2 5 Io 2.411 6 2x4 = 2x4 = 4-2-0 B-4-0 r 4-2-0 4-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc). I/deft PLATES GRIP TCLL ., 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 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 1 st LC LL Min I/deft = 480 Weight: 33 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) 2=464/1-4-0, 4=464/1-4-0 Max Horz2=-86(load case 5). Max Upiift2=-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, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ►�� `�� V• No, 4 5161 b'. STATE OF ; ' �o�vaL ®WARN7m - Ver{Jy design parameters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the iesponsiblllty at the elector. Additional permanent bNclnq of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Oualny standard, DSB-89 Bracing Specification, and HIB-91 ® MiTek Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. L Symbols PLATE LOCATION AND ORIENTATION 110- 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches.'Apply plates to both sides of truss and securely seat. 14„ *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-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS ca c3 WEBS J5 o _ o V 3 �� Q O O 0. 1y V 0 0 V a c8 c7 cc 00 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, 9300137N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FOR M018,019 'r-'XNG-NAIL 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. b Truss Truss Type Qty . Ply HORTON 14421353 R2879D ' E1 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mori Jan 27 15:44:02 2003 Page 1 -1-0-0 4-2-0 7-0-0 1-0-0 4-2-0 2-10-0 4x6 - Scale = 1:16.4 3 6.00 12 4 2 �o 2x4 = 6x6 - 2.411 6 5 4x12 II 4-2-0 7-0-0 7-3-8 4-2-0 2-10-0 0-3-8 Plate Offsets X,Y : 4:0-3-3,0-0-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP . TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL . 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 33 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 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (Ib/size) 4=319/0-3-8, 2=416/0-1-8 Max Harz 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. 5) Truss Engineer Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 3333E � Ll LOADCASE(S) Standard p t : No. 4 5161 -:, 0 STATE OF V4` g�• `//�� j//LfJJ,, /F� 1 ®WARNING • Vall design panamters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design voila for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Insfalled and loaded vertically. Applloablllly of design parametets and proper Incorpoiallon of component is iesponsibilty of building designer - no{ 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 baring of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ° Handling Installing and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl53719. MiTek Symbols 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. *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-Nail Joint/Plate Placement Chart. Ir 1 J2 J3 J4 TOP CHORDS ca c3 CrWEBS J5 o _ o U CL u oFL- ao ce c7 ce 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. 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® TM nNE FORM018,019 MAANO NAIL ® MY®R®WAIR . 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. ob Truss Truss Type Qty Ply HORTON R2879D, FG ROOF TRUSS 1 2 14421358 (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 1 3-9-7 7-3-6 10-9-5 1 12-9-6 16-5-7 20-5-0 3-9-7 3-5-15 3-5-15 2-0-1 3-8-1 3-11-9 Style = 1:33.3 2x4 II 7xe = Nit = 6x6 = 6x6 = W = 4x6 — 1 2 3 4 5 6 7 31— 13 12 93x4 = 6 3x4 = 4x6 = 7x8 = 5.6 = 2x4 11 3-9-7 7-3-6 10-9-0 10f-5 12-9-0 12?-6 16-5-7 20-5-0 3-9-7 3-5-15 3-5-10 0-0-5 1-11-11 0-0-6 3-8-1 3-11-9 Plate Offsets X,Y : 3:0-4-0,0-4-8 , 10:0-2-8,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(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-M oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 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 Horz 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 1 Od Common( 148"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 end zone; cantilever left left DOL=1.33 DOL=1.33. and right exposed ; end vertical and right exposed;Lumber plate grip „••.. 3) Provide adequate drainage to prevent water ponding. I l F Ie'• 4) WARNING: Required bearing 11 ` 4r'. size at joint(s) greater than input bearing size. J .%�(, 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 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-M from 0-0-0 to 20-5-0 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _.4c LOAD CASE(S) Standard STATE OF 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Q� % Uniform Loads (plf) '•.• (� �d� Vert: 1-7=-892.6, 8-14=-20.0 li AWARWNO - VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructlon is the responsibility of the erector. Additional permanent br�icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installina and Bracing Recommondallon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System &General 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 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property /e securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each ca 73 other, O WEBS ,IJ5 a:3, Place plates on each face of truss at each *o For 4 x 2 orientation, locate Qjoint � and embed fully. Avoid knots and wane plates 1/8" from outside edge of U o a_ as at joint locations, truss and vertical web, o 4. Unless otherwise noted, locate chord splices /4 length(+ 6" from U C, at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates, fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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. -��o CLIP FORM019,019 HYDROA/R 1 lob Truss Truss Type Qty Ply HORTON 14421359 R28791[1 J ROOF TRUSS 6 1 (optional) CCU-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 1 0 0 1 7-0-0 1-0-0 7-0-0 3 Scale = 1:20.3 6.00 F12 2 i 4 2A = 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 0.80 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 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/defl = 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=418/0-4-0, 4=68/Mechanical Max Horz 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 !� i 13��f * ' No. 4.5161 A �; & STAVE OF Qwa�. t� ®WARMNO - Ve jjy design parameters and READ NOTES ON IBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper 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 responslbllity of the erector. Additional permanent brbicing of the overall structure Is the Iesponsl0lllty of the bulldlnq designer, Fat general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB•91 Nandling Insialllnrl and Bracing kecommendailon avalla6le from 4iuss Wale Insillule, $93 D'Onofrlo Drive, Madison, Wi M 4. MiTek" Symbols PLATE LOCATION AND ORIENTATION 1 3/1 *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 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 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 40* continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FOR M018,019 Numbering System J2 J3 J4 TOP CHORDS ca c- Q WEBS JS O o _ 3 ��Cr U O O U 19 a ce c� c6 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 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 N! @ e MiTek" Jill PANEL TM CLIP -11 "L ® MYORO,A/R O 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. rob Truss Truss Type Qty Ply HORTON 14421360 R2879D 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 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:15.7 6.0o 12 2 1 4 2A = i 5-0-0 5-0-0 LOADING (psf) 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 Vert(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) 1 st LC LL Min I/deft = 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 OP 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 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Refer to girder(s) for truss to truss connections. 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. Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard IFIC,gf,.`3 ..ti�J * No, 4.5161 STATE 4F �4NAL ®WARNING - Verj%y 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 of component Is responsibility of building designer - not truss -IN designer. Bracing shown is foi lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ >>/, * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ys J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 Q other. o WEBS J5 a:3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o 3 Q Q 3 '' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a M at joint locations, truss and vertical web. o d o 4. Unless otherwise noted, locate chord splices 1/4 length(+ 6" from at panel adjacent joint.) C, c, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not" applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrfek/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,. 8, Plate type, size and location dimensions PLATE: SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PnTM erection and installation of trusses. 1993 Mitek Holdings, Inc. , FORM018.011 9 GANG -NAIL ® HYORO IR ® - b Truss Truss Type Qty Ply HORTON 14421361 R2879D K1 ROOF TRUSS 1 1 (optional) CCU-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 5-0-0 5-0-0 2 Scale = 1:15.6 - 6.Do Fl2 1 3 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft _ PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(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 Ib 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 Horz1=199(load case 5) Max Uplift1=-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 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 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., Pembroke Pines, FL 33331. LOAD CASE(S) Standard !�tI [31�+�J` t ' No. 4.5161 • � s O : STATE OF �7 fQNAL r � A WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. �s Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br�icing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 693 D'Onotrio Drive, Madison, WI63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. T"4� *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-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a c3 WEBS J5 0 0 0 ; O O � a c8 cI cb 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 B EARING Indicates location of joints at which bearings (supports) occur, MiTeke ",:::::CA .SPI PANEL TM CLIP FOR M018,019 GANG -NAIL ® HYOR0A1R®. 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 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. �i Job Truss Truss Type Qty Ply HORTON 14421362 DR2879D L 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 15:40:37 2003 Page 1 -1-0-0 1-0-0 3-M Scale = 1:10.3 6.00 F12 2 1 4 2.4 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 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 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 Horz2=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; 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 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 B iFf G � •. j/y r • V . No. 4.5161 OTAT � aL t� 4&WARN7NO - vsrVy design pararrseters and READ NOTES ON TIM 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 bNclno of the overall structure is the 1e9p.—lbility of the bull dln9 designs,. For general guidance regarding fabrication, quality control, storage, delivery, erection and braaln , 49mylt 9ST-00 lilywy itanaara; Bobo Bfacln4 by meatlen, and wimi Worldling Insialllnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate.otherwise. Dimensions are in inches.'Apply plates to both sides of truss and securely sect. *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 Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 0 WEBS J5 Cr OCr _ o a s+ti u � O ce c7 ce 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. 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. M11 MiTeko PANEL TM CLIP FORM018,019 cnNG-NAIIL® HYOR,OA/IP® 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. b Truss Truss Type Qty Ply HORTON 14421363 R2879D L1 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 15:40:37 2003 Page 1 3-" 3-0-0 Scale = 1:10.3 6.00 F12 1 3 3-" 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 0.14 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 FBC2001 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-M 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 = 1 20(load case 5) Max Upliftl=-52(load 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 Ib uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard i B No. 4 5161 STATE OF f ,c1 6 A • �41 s� O Q�A� �'+ Y I9AAL An �r AWARMNO - VerVy design parratneters and READ NOTES ON TBIS 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent brlacing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrIcatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation avallable from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI53719. MiTek Symbols 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. *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 MIT:ek/Gang-Nail 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 40:1, continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, FORM018,m19 Numbering System J2 J3 J4 TOP CHORDS c2 ca o WEBS J5 Er O o O a c8 ce 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 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 SM PANEL TM CLIP - ® OfYORO -AIR _lGenerW Suety 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. r ob Truss Tres"s"TYPe..' , Qty Ply HORTON f 14421364 R2879D M 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 15:40:38 2003 Page 1 3 1-0-0 1-0-0 Scale = 1:5.9 6.00 12 2 1 4 1-M 2x4 = 1-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-M 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=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2=71(load case 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 24=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 31 lb 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 p S. U�Q� Y No. 4 5161 ,t � STATE E OF O+ T AL e WARMNO - Vill design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �1 Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for gn Individual building component to be Installed and landed vertically. Applicability of dacrgn par—f— and proper rncorpo,oiron of component Is responsibility of butaing designer . not truss — dosl nei, Dracln4 shown Is 191 lgiml tuppgll 91 InbivlaUal web membel9 only. Additional temDeiary blaelnb le Intuia t186llHy duiing consliucllon k the responslblllty of the elector, Additional permanent bimcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and 1416.91 Handling Installlnq and Bracing Recommondation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 11/. * 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 I/a" 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-Nail 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 c2 c� WEBS J5 Cr o _ o Cr 0 ►- a ce c� cc �O 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. 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 O TM CLIP GANG -NAIL O OfYDRD-AWO ®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 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, erection and installation of trusses. © 1993 Mitek Holdings, Inc. .sV'r9sUx���.,'-.`'^s sz.. b ... ..-,,.... Muss .... .. "Truss ype*.. - Qty Ply HORTON "R2879D s 14421365 M1 ROOFTRUSS 1 1 o tional QCCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2003 Page 1 2 _ 1-0-0 1-0-0 Scale = 1:S9 6.00 12 1 3 1-0-0 2A = 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 0.02 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 W B 0.00 Horz(TL) -0:00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M 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 =-1 7(load case 5), 2=46(load case 5) FORCES (lb) - First. Load Case Only TOP CHORD 1-2=14 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 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 .......... O ;STATE OF = � t r � AWARMNO - Ver{fg design parameters and READ NOTES ON TM 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br�icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSS-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Rscommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symb®Is PLATE LOCATION AND ORIENTATION 13i4 * 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-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS Cz C3 o WEBS J5 Cr cr O r- a ca c' C' Or 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. 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® PANEL TM CLIP FORM018,019 M''"O-NAIL HYORO,d/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 /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. 4 �a1xs,- -- --- — - ---- - -- - -11 Lob Truss Truss Type Qty Ply HORTON 4R2879D S ROOF TRUSS 2 1 14421366 ' (optional) CCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 -1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 j Scale = 1:20.2 - 0 4.24 12 - 3x4 3 2 Di 1 - • 2x4 II 7 6 5 3x4 = 2x4 = 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft 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(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 FBC2001 (Matrix) 1st LC LL Min I/deft = 480 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 8-0-10 oc bracing. WEBS 2X4SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Harz 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, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 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 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 i �� 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert:1-2=-74.0 �••'��iF/��•�. Trapezoidal Loads (pIf) Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=49.5 :• * No. 4 5161 , STATE OF �Xt► .� o R 1o,�''��/ ANAL - VerVy design parameters and READ NOTES ON TITS AND REVERSE SIDE BEFORE USE. ®� ,&WARMNG Design ..orra to, — only with MiTek conneclors. This oesrgn 1s Dried only upon parameters shown, and is for an Individual building component to be InSlollod and loaded VEIHCOIN. ADDIIeWbIIBy 81 dathn miam4191i and piopei Incoipoiajlon of component is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectflcation, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 1'i4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *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-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS VYEBS _ a cac2 J5 Cr O aO oUa ca ca r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 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 points at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG NAIL ® HYOR0v4/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 �/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. -C- 1 L1 � J'` S B1 - B 1 ----- - M L B1 1 K B1 __ - __------- _- Bl A9 Bl All B1 O A B1 O -Bi A CDA A B1 LF) Bl A B 1 A Bl A Bl A B1^ ED CE/ A _ Bl ,ii A - i f B1 Ili BlI A B 1 "i !!i n� A A Bl ii li r A B1 A B1 LL- A Bl iii A B1 A --------------- E1 --------- E 12-8-0 BRG. IN ENTRY I 8-4-0 �! I I E 6 ALL BEARING WALLS TO BE PLACED IJ L 1 PLY HGR. PRIOR TO SETTING TRUSSES.. , 2 PLY HGR. I- - - - - -WALLS SHOWN ARE TO BE BEARING._ - - 13 PLY HGR. 1 �\ JOB NUMBER:DR2879D CU SPAN CUSTOMER: D.R. HORTON AA�:�7-321-14BY: T.H. JOB NAME: 2879 "D" ELEV. 19-8-0 Ir C TI i E ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS LSIGNED APPROVAL: X - DATE: 5-23-01 PITCH:, LOAD:SHINGLES 6. /H: 12' .BRG: BLOCK TRIM IT FLOOR SY STEM IWP 511-N O ALL BEARING WALLS TO II�-/ +- I BE PLACED E�-2 LY HGR. U'i l.. Tl ('E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS 1 PRIOR TO SETTING TRUSSES.. I LY HGR. 'ENiG NEERED DRAWINGS--LOADING--PITC}{ AND OVER/HANGS I _ - WALLS SHOWN ARE TO BE BEARING.. SIGNED APPROVAL: X J08 NUMSER:DR2879¢ J CCU SPAN CUSTOMER: D.R. HORTON -DATE: e407-321-1440 BY: T.H JOB NAME: 2879 ELEV. 1 r-- 1 �, L1 \ BZ M — B 1 ----- — E Bi 1 K B1_----_- _ ---- A7 -- Bl A9 B1 All B1 O A B1 O A Bl O A B1I Lo A Bl _ I � A B 1 r--I A B1 � A B1 _ 0 ` A Bl Li CE pq A B1 'i A 61 di B1 A B 1 �; r A Bl B1 L3 iii fi A A Bl A B1 jj� A u, --------------- E1 - ------ - E 12-8-0 BRG. IN ENTRY L � 8-4-0 ' ALL BEARING WALLS TO BE PLACED IJ I_ 1 PLY HGR. PRIOR TO SETTING TRUSSES.. I 2 PLY HGR. WALLS- ARE TO BE BEARING._ - - I L 3 PLY HGR I- - - - - - . JOB NUMBER:DR2879D ^407-32;1-1440 CU SPAN CUSTOMER: D.R. HORTON Ur T.H JOB NAME: 2879 "D" ELEV. Irl C TI C E I REVIEW ALL SPAN DIMENSIONS--BRG. WALLS ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS I -SIGNED APPROVAL_ X - - DATE: 5-23-01 PITCH: LOAD: SHINGLES 6. /H: 12" BRG: BLOCK