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Home My WebLink About310 Appaloosa Ct - BR03-002937 - SFRPERMIT ADDRESS OlkO CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 T C 055300 PHONE NUMBER PROPERTY OWNER 26 ,,p ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR SUBDIVISION PERMIT # 001• A171 DATE C%j' -C;b PERMIT DESCRIPTION PERMIT VALUATION ['1 d 360 SQUARE FOOTAGE irrl MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d MISCELLANEOUS CONTRACTOR H PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CITY OF SANFORD PERMIT APPLICATION Permit # . , CO 7 ate: _ Job Address /C Description of Work: /ALIAMIY AT, Historic District: Zoning: Value of Work: $ L No Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor*a Pole Mechanical'. Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Regttired) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbtng/NweResidential• # of WgterClosets Plumbing Repair— Residential or Commercial ^, Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form reduire.d_, fotr of, 5, r GIr2.n X) Parcel #: Owners Name & Address: Contractor Name &Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: tate License Nu Phone: Fa x: G. MUD 11I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has come tcrtced prior to the issuance of a permit and that all work will be performed to meet standards ofall 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 lavas rq 4 Ling construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iiT YOCJi<) TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR. Al\' ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable 's prope that may bethiscounty, and there may be additional permits required from other governmental entities such as w,ar.q'ar'ager. t titdistricts, stet Acceptance of permit is verification that 1 will notify the owner of the property of the require6ts ofyfo L Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personall. ;-nown to ,Me or Produced ID PPLIC:I ION APPROVED BY: Bldg: Zoning: Ini6a1 Sc Datc) W in the public records of ci.es, or roder-a] agencies. 0 9 Date I Contractor .sent' Name I l O Signature of No_: --State of Florida Date Contractor/Age-.: i; rPersonaI1,% Known to Me or Produce.' :D Initial & Date) (Initial A Date) (Itrtial & Date 1pecial Conditions:-- - ^wAim rAC TURNER o r ; .,, DD 2t2893 i EXPIRES u tO 142007 F 3s;ded Thu vo.zry °ut"ic Underwriters CITY OF SANFORD PLitmrr APPLICATION i• 1,:' Permit It : — 3 Date: Job Address: nnc.) a» r nDescriptionofWork: ` I —r•v t'; •:; Historic District Zoning: Value of Work S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — It of AMPS Addition/Altcration Changc of Service Temporary Pole Mechanical: Residential Non-Rcsidcntial Replacement New (Duct Layout &Energy Cale. Required) Plumbing/New Commercial: It of Fixtures It of Water &Sewer Lines II of Gas Lines Plumbing/New Residential: # of Water Closets Z Plumbing Repair — Rcsidcntial or Commercial I , . Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction `I'ypc: # of Stories: it of Dwelling Units: Flood Zone: ( EMA form required for other than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: ADVANTAGE PLUMBING, INC. Phone: Contractor, Name & A at BOX 620027 7) State License Number: Phone & Fax: Contact Person: %Yi tare AIYQANTAGE PLUM , INC. Bonding Company: p ri FIOX 62n027 Address: OVIEDO, FLORIDA 32762-0027 Mortgage Lender: Address: Architect/Engincer: 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 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, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO 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 permit is verification that I will notify the owner of [he property of the rcquircmcnts.of FI i aw, FS 713. Signature of Owncr/Agent Datc Signature of Contractor/Agent Dale Print Owner/Agent's Name Print Contractor/Agent's Name J H 1) "3 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: fad MARTHA Y. HALL Contractor/Agent i Personal `K`h yrftyWjra State of Florida Produced ID My Comm, ex , FeD. 1, 2008 Comm. No. DD 258139 Zoning: initial & Date) (Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) I ~~ . COUNTY OF' S[Ili IHOL[ IMPACT FEE STATEMENT IGSU[D BY CITY OF SANFORD STATEMENT NUMBER 103-75721 BUILDING PER 1I].NU (CITY) COUNTY NUMBER: UNIT ADDRESS: ---------- TRAF17IC ZON[: 1i0ZISDICTION: S[C: ... ... ..... TWP: RNG: PARCEL: S([DDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: O _o ADDRESS: APPLICANT -- I----------------------------_------------------------------'- APPLICANT NAME: ADDRESS: I P411) USE CA7EGORY: 001 - Single Family Detached House Tyr[ UbL: Revidential WORK DEECRIPTIUN: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYP[ DI ST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705,0O ROADS COLLECTURS NCRTH O dwl vnit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE Q dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.0O AMOUN7 DUE ' $ 2,285.00 STATEMENT / / R[C[IV[D BY: d(^{ SIGNATURE: PLEASE PRIHl' NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENCUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR' THE FEE. **0* DISTRIBUTION: 1-COUNTY 3-CITY 2-A|'PLICAHT 4-COUNTY HOTE** PERCONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE D E AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, P[ROON ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR Di>CATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRIT7[N REGUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVIHG SIGNATURE DATE ABOVE, BU[ NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REgJIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR R[VUESJED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [ACT FIRST STREET, SAqFORD, FLORIDA 32771; (407) 665-7474. PAYMENT S6CULD BE MADE TO: CITY OF SANFORD BUILDIHG D[PARTM[HT 3OO NORT\| PARK AV[NUE CAUFORD. [l 32771 PAYMENT KOiLD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE Thi[ STATEMENT NUMBEK AND CITY BUILDING PERMIT NUMBER AT THE TDF' i[FlOF lHE HOlICE. T\\ IS CTAT[MENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*&"" FAMILY BUILDING FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM . ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E 31 Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 1 XXXX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal. Description, etc.) LOT 83, 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 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME I FLORIDASEMINOLECOUNTY120289SEMINOLE 64. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depthofflooding) 1202890045 E 4/17/95. 4/17/95 A 24.5 , B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL 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 UnderConstruction' Finished Construction A new Elevation Certificate will be required when construction ofthe building iscomplete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3, Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3: as 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 datumconversion calculation. Use the space provided orthe Comments areaof Section D or Section G, as appropriate, to document the datum conversion. r Datum Conversion/Comments Elevation reference mark -used _Does the elevation reference mark used appear on the FIRM? Yes ®No pe s (flood vent o a) Top ofbottom floor (including basement orenclosure) 29. 0 ft.(m) c o b) Top of next highdrxfloor N/A. ft.(m) U o c) Bottom of lowe4ii rizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) NIA, ft.(m) E o e) Lowest elevation of machinery and/or equipment caw servicing the building (Describe in a Comments area) NIA. ft.(m) E 15 o f) Lowest adjacent (finished) grade (LAG) N/A . ff.(m) z' 2 o g) Highest adjacent (finished) grade (HAG) N/A: ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all rmanent o nin ' C3 h 0pegs) In _sq. m. (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. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. o CERTIFIERS NAME: WIH IAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 320 E. SOUT STR E , SIGNATURE CITY ORLANDO DATE 10/8/03 STATE ZIP CODE FL 32803 TELEPHONE 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy NumberXXXXAPPALOOSACOURT CITY STATE ZIP CODE Company NAIC NumberSAnfordFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) communityofficial, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOI E COUNTY VERTICAL CONTROL, Check here if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE AO AND ZONEA (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 fora LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similarto the building forwhich 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 endosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Usenaturalgrade, ifavailable). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipmentservicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Usenaturalgrade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's 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 owneror owner's authorized representative who completes Sections A,, B, C (Items C3.h and C3.ionly), and E for Zone A (without a FEMA-issued oroommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official whoa authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G ofthis 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. Acommunity official completed Section E for a building located in Zone A (without a FEMA issued orcommunity -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation ofas -built lowest floor (including basement) ofthe building is: _. _ft.(m) Datum: _ G9. BFE or (in ZoneAO) depth of flooding atthebuilding site is: _ _ ft.(m) Datum: — LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments OEMA Form 81-31, January 2003 Replaces all previous editions i laui Id 11ii 11 L'ai It l*41 Ud III lii iiJ 114W 11 fiwW ild lu liii WI 1191 liiiii THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PSG 0381 CLERK'S # 2003`I 0221 RECORDED 11/06/2003 02:07:13 P'M RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofproperty: Lot(s) 76, 77, 78, 80 and 83 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida CERTIFIED COPY General description of improvements: Single Family Dwelling ,ICY TIFIE COPY Owner(s): D.R. Horton, Inc., a Delaware Corporation CLERK OF CIRCUIT COUR'AAddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 SE1INOLE NTY. fi0.R11 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): R EI7 Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822NOV 6 1N/ Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(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 Section713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Noticeof Commencement: (the expiration date is one (1) year from the date of recording unless a differentdateisspecified): D. R. Horton, In . 0 by: Robert A. Lawson-, Astant Secretary Corporate Seal) V STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of IU Q [ ry— ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation on eehaa o t`e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL MV7S AFL " PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSiG 1 - <P. JULY 26,2006 otary ignature Notary Seal t CITY OF SANFORb PERMIT APPLICATION Permit# : * C) Job Address: Description of Work: Date: Historic District: Zoning: i Value of Work: $ Permit Type: Building Y Electrical Mechanical Plumbing.__.____. Fire Sprinkler/Alarm Pool Electrical: New Service- # of AMPS Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc,. Required) of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial f Occupancy Type: Residential „/ Commercial Industrial; Total Square Footage: Z 3 Construction Type: # of Stories: _L_ # of Dwelling Units:, Flood Zone: (FEMA form required for other than X) Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Parcel #: Owners Name & Address: Contractor Name & Address; Phone & Fax: 00\ " AM ontact N Bonding Company: Ii_ t Address: ^ Attach Proof of Ownership &Legal Description) Phone: ZZ State License Number: zoo Mortgage Lender: Address; •-......^_ .,._..._ ......_.._.-......... Architect/Engineer: 1 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofall! laws regulating construction in this jurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, eta 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, 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 ofthiscounty, and th y be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe i v rifi tio;rat I will notify the owner ofthe property of the requiremeuofFlorida Lien- Ow,F Sign ture Owner/A t Date Signature of Contractor/Agent Date awx Print 0 s1N e Print C' rt actor/Agent's a Signatur' of Notary -State ._Florida Date Signature of Notary -State of Florida Date OFFICIAL NOTARY SEAL PATRICIA COULTON OFFICIAL NOTARY SEAL NOTARY C STATE OFOwnePUBLIC FLORIDA ,`' PATRICIA COULTON r/ ent i f r Con tractor/Ae W)kY IIIdI$'WPOFo"IRIDA procMRProducedIDrnntivttSnr`r n[cl nrn a3 MY COMMISSION EX,P. ULY 26,2006 APPLICATION APPROVED BY: BldW 'Zoning: Unities: FD: initial &Date) (Initial &Date) (Initial & Date) (Initial &Date) Special Conditions: a CITY OF SANFORD2847 SANFORb FL 32772 PHONE" N (407) 330-5630 FAX rr (407) 328-7367 APPLICATION i'OR UTILITY SERVICE AC:000N"1' (I"ULL NAME) SERVICE, ADDRESS 310 M-AILING ADDF2SSkzSp Az 4-j n }' DryP oz a,n ZIP 3 TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCEC7Wre- COMMERCIAL Tr p tq a C u rl W O R Kul •p- SOCIAL SECURITY# HOME# OWNER OF PROPERTY 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 PAYCHARGESINEFFECTATTHETIMOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDE'PROPER IDFNTII-IreTlnu n AIn _ _ __ TRANSFERRING 01 I UNDEF SIGNED PONSI EF—OR I CAS THAT J1, DEPOSIT AMOUNT $' APPLICATION FEE $- OTHERFEES $ TOTAL $ DEPOSIT TO, ES. DR MAKING S OT WRI MENT OF HER SERVICE ADDRESS. I MUST PAY STOP S DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR ( SATE F W-e Limited Power Of Attorney I hearby name and appoint: Craig Coulton and ROA-r*k j4. each agent's of D,R, Horton Inc. me and ply tTobemylawfulattorneyinfacttoactTor The Building Dept. of: v r For a residential permit for work to be performed at: cross%( V% Lot # Subdivision Address: 3tp (R bcss C And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CB0055300 Contractor State Registration Number Signature of Contractor This foregoing instrum nt as acknowledged before me this: Date: °t0 By: Richard B. Ladd ( Contractor ) Who is personally kno n t me. State of FIQ1da OFFICIALNOTAIZYSEALPATRICIA COULTON County of NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 MY COMMISSION EXP. ULY 26,M Notary Public SignaturV I Notary Seal q CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESrDFNTTALBUILDING PERMIT I , Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 0 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include; 0 a. Foundation plan indicating rooter sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. 0 b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Floridn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) 0 C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. 0 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. 0 e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered be for spacing openings to carry and support trusses. 0 g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 0 h, Square footage table showing footages: Garages/Carports S.F. Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure l9-(00 S.F. Total (Gross Area)S•F• 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils• appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: 0 a. Utility letter or approval when public water supply and/or sewer system connection to be made. 0 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. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic bearhs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final . is, Other DATE SIGNATURE By OwnAorAutho4edA Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND AD„DREL,S Name ,3),-.-S Address Clty/State/Zip_a(-L D 1 3Zr32Z Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: Quarterly Payment Amount"1 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, Name Address Clty/State/Zip Phone & Email 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 describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORS AGREES THAT THE TERMS AND CONDITIONS STA GOVE;AN THE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date THE WORK CONTEMPLATED HEREIN, AND FURTHERONEITHERSIDEOFTHEAGREEMENTSHALL Customer or Agenf Signature — Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElancot1, 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; and4, during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recrult* termite bait; andc 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. ThePretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditi nsofthis agreement for er quarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly Peryear, 1 q y payment amount, not to exceed 10% The Customer warrants full cooperation with Apex du baitedfreefromanyfactorscontributingtoInfestationsunderpiertypestructure, or as noted In "Special or Add eliminatefaultyplumbing; leaks; dampness from drains; thearea(s) baited. At no time will damage caused to a InsectInfestation, be the responsibility of Apex In areas v ofApextoalerttheCustomertoanyoftheaboveconditiDISCLAIMER: COMPANY DISCLAIMS ALL 0 INCLUDINGSTATUTORYWARRANTIES, AND SI MERCHANTABILITY, FITNESS FOR A PARTICUL) FURTHER, COMPANY HAS MADE NO AFFIRMATI SERVICEPROVIDEDHEREUNDERTHATHASCustomerexpresslywaivesandreleasesanyclaimsInnegligence, torts, personal Injury, death, violation of any econsequential, exemplary, pu: nt shallApexbelIncidental, liable any amount greater that an g the term of this Agreement, and agrees to maintain the area(s) h as wood, trash, lumber, direct wood -soil contact, standing water. onal Comments". TheCustomeralsoagreestonotifyApexofandndensationorleaksfromtherooforotherwiseinto, onto, or under', Portion(s) .oftheStructure(s), even by an active wood destroying re any oftheconditionsdescribedInthisParagraphexist. Failure s does notaltertheCustomersresponsibilityunderthisparagraph, IER WARRANTIES, WHETHER EXPRESS OR IMPLIED; CIFICALLY DISCLAIMS ANYIMPLIEDWPURPOSE, OR WARRANTxOFWOA,RRAiNTES. OFt OF FACT ORPROMISERELATINGTOTEN,LPRODUCT OR', EATED OR AMOUNTED TOANEXPRESSWylawsuit, arbitration orotherlegalproceedingagARRANfor.st . tute, rule, orregulation, loss of use, diminution of value, economic, Ain Ive, liquidated, treble, or speciall damages if any kind, and In no, nt paid by theCustomertoApexfortheservicetobeperformed. 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 treatmentmayhaveand (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. j GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,gIneral terms and conditions are hereby made part of this contract and apply without exception. 1, DOWELANCO OWNERSHIP OF SENTRICOId" SYSTEM COMPONENTS; The Customer understands that., All components of the Sentrlcon "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 by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will; (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid battler" 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)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received* (4)lf the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andt(S)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 relationshtp. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identifled herein as of the date of the Initial installatlon, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the locatlon of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppl'les 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 partoftheCustomer'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 Igross 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 byApex, 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 remalnIng terms and conditions of this Agreement shall remain In full force and. effect. CHANGE 1N 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 fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyany1reasonofdelaysIntransportatlon, shortages of fuel/or materials, stPlkes, 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 beresponsiblefor; (I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to loll contact; ()furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer'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 fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance With and subject to all' thfprovisionsoftheUniformArbitrationActasInforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea, Th( 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 rollbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the p rtics. REFUNDS. Apex at any time on or after 36 (thirty-six) m nths from the initial date of installatlon, terminate this Agreement and brelievedofanyliabilityhereunderifApexdetermines, in Its s le discretion, that it is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity, 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 tTheApexCorporateOffice, Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the IdcntinePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -inspection, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date, After thinitial12 (twelve) month period, Customer may transfer or assign this Agreement with It = transfer fee payable to Apex within(thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area508SPlumosaSt. 7006 Stapoint Ct. #G Tampa/Sarasota Area Merritt Island, FL 32952 5314 Faulkenburg Rd N 407-459.2847 'interpark, 54 32792 Tampa, FL 33510 800.929.2847 888-764.2847 813.221.2847888.764.2847 877.459.2847 5=26-203 7 : 09AM I= RUM Permit Zorlk; Job Address: Description of mac' CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: S Historic District: 7,nning: F'irc Sprinkler/Alarm Pool Permit Type: Building.,— Elccrrical'' Mechanical Plumbing f of Service - eEltxLric>al: New Sery{ce - p of AMPS 5v Zo0 Addition/Alteration Chanb uct Luyoul & Ene — Temporary POIc Mechanicak Residential _ Non-Residcntia) Replacement New (DSY Ca c. Rcq'-:red) Plumbing/ New Commereixl: A of Fixtures it of Watcr 8c Sewer Lincs tt ofG',ts lines - Plumbing/New Residential: k of Water Closets Plumbing Repair- Rcsiden(ial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Noutai;e: __ i. Is l of DwellingUnits: Flood Zone: (FEA torn reyuircd for oIn<r Inan Construction Type: q of Stories: .; Attach Finat of Ownership (C Lcga1 Dtac6p0u') Parcel x: uc(— OwncnName '6oAddreac L>'r)) -'R J / - / IC) ' Contractor Name & Addres..%: V,kJ Phono. H Fax' ending Company: ....- ndd? cu:- Vtortgagt Lender: Add, F ii: ••- A rchilt-c t/Engi necr'. L- Statc License Numberj' - C`i(,) c'-? 1 -- - G r ; y " Act PnoncContact Person __il. Phone. FaI: Addreis: - Application is hereby made to obtain a permit to do the work snd insullalims as indicated. I certify thot no w(nk or insullanon ha, cortvneni ed prier w '•n- ssuance of apermitandthatallworkwillbeperformodtomeetstandardsoftilllawsregulatingconstructioninthisjurisdiction. I undcrsun,2 thut d scparro' permit must besecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE-ATERS, TANKS, end AIR CONDITIONERS, cte, QWNER'S AFFIDAVIT: I etrtify tha( all orthe frn'tgoing informntion isaccurate and aut all wurk will b< done in comp)unN µmid, all appl•..nble 1.-u ^:Fcitn"8 consaucTion and zoning. WARNNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFN f MAY RESULT IN YO`. Y.,Yi( TWICE FOR IMPROVFMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WrT-H YOUIi Lf NDEIR OR ` ATTORNEY BEFORE RECORDING YOUR NOTICE: OF COMMENCEMENT. NOTICE: In addition to she requirements of this permit. Ihett may he additional restrictions applicable to this PToperry t)nil m2y be founo in 6nc pu'o'u': rc:ords ol. this county, andtheremaybeaddiuonalpermitsmquiredfromothergoyemmonulenmhc5suchasserrrrunogenstntdistricts, sate agrncits, or icdnal ,L.rnc:ci Acceptanceof permit is verirlc ltion Thal I will notify the owner of the property of the regwremcn f 1'1ori Lien L 3 W, Uatc sioulurt Of ConrnclnrrAgctit Ucu ignalurcufOwner/Agcnl `` ,r Print Owner/Agcm' s Nnrrte Print C mtrxe tor/Agent's Na - JiFnsturc of Nul;lry•Slolr. of Flnnda Hale C p3ture or NQ Sutc n!"r Ienu Ju'.c I,iwn(r/Aq.:nt is Yclsurtnnv Known u1 Mc• ur Pruducdd II) I'I'l. li tl' IO\ AI'PItOV(:.I) IIY: IUd: _-,-.- I - Initi:,l & Ww) ipcoitl C' Jndilinn : -_•- , untraetn!/A, Cn( IN Yl' f rin7ily KnpwT W ,1'Ic1 Prod con it) Intllai .% Dale) litni]: i) 7lcj '•U.,, ... .._ . Marie A. Zettlemoyer Commission ODD221380 Q Expires: Jul 15, 2007 9OFIFIOQ`O Bonded Thru AtlanticBondingCo., Inc. 10-03-203 9:52AM FROM M1 Permit # lob Addr Descripti( Historic District: Zoning: CITY OF SANFOPD PERmrr APPLICATTON Value of Work: S Q 0 dew v'ot qq Permit Type: Building Electrical ,L--_ Mechkdcal Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addidon/Alteration Change of Strvicc Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gras Lincs Plumbing/New Residential: # of Water Closets plumbing );repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: C.•onstrucOon Type: # of Stories: # of Dwelling Units: Flood Zone' (FEMA form required for otLtcr Bnan X) Parcel #: (Attach Proof JJof Owneethip & Legal Description 4 L .Cv 50 OwnersNamc & Address:_,1'i/h [ /(a /7ranu iir D!/ qn!!o . /CL arP 2 2 Phone:% /_ -- Contractor Name &Address; /Ua J7 D4 Gr!! (U/d l! [ _Jell v Stutu License Number: Phone & faz: fzee&hfactPerson; /?11y1q1z iv, Phone: i Gl Bonding Company: Addres5: MortZlge Lcndcr: Address: Architect/ Engineer Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indieated. I certify that no work or installation has commenced prior fo the issuance of a permit and that all work will be performed to meet standards of all laws regulating constriction in this jurisdiction, I understand that a separate permit must be secured for ]ELECTRICAL WORK, PLUMBfNG, SIGNS, WELLS, POOLS, FURNACE$, BOILFRS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNF, Ij'S AFFIDAVl j: I certify thar all of the foregoing information is accurate and that all work will be done in compliance with all applic.a.hlc. I»ws rcrulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOIJIt PAYIKC; TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEY BEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT, NQTfU: 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 o: this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or Ndcral agencies. ACccplancc of permit is Yeriftcation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 Signatute. of Owner/Agent Print Owner/ Agent's N;,me Signature of Notary -State of Florida Uwncr/Agent is — _ Pt:rwnally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg) Initial & Dale) Special Conditions: Date Uatc Si$ nttture of Contractor/Agetapate Print to,/ Agent'sNn-c r --•' Al Sign, cure of State Of flurid arc oath+u Bonny G Logan r My Commission DD201561 Contractor/Agent is _Zlersonally Known to Me oiA'o:V Expires May 17 2007 Produced11) _ Coning' Ulilities FD Initial & Date) ( Initial & pate) (Initial & Date) CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 310 APPALOOSA CT for which permit 03-00002937 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Building Official prior to.t e issuance of said building permit, to wit as f\,O. complies with all the building, plumbing, electric 1, kzbning aftd subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL BUILDING: Finaled 3 T1$`o4 V-- )'it1j- ZONING: Inspected UTILITIES: Water Lines In 3 Ici •( Meter Set Reclaimed Water ENGINEERING: Drainage -04 Maintenance Bond PUBLIC WORKS: Street Name Signs 4'06A Storm Sewer 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 Yes No DATE APPROVAL FIRE: Inspected Sewer Lines In / Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 12/15/03 20.00 1/08/04 20.00 11/07/03 10.00 1/12/04 10.00 11/21/03 10.00 11/07/03 10.00 11/07/03 59.27 11/07/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 310 APPALOOSA CT for which permit 03-00002937 has heretofore been issued on 11/06/03 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 11/07/03 279.61 11/07/03 91.93 11/07/03 11.88 11/07/03 847.00 11/07/03 11.89 11/07/03 1384.00 11/07/03 650.00 11/07/03 1700.00 OWNER BUILDING OFFICIAL / DATV CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/17/04 03-2937 310 APPALOOSA COURT BAKERS CROSSING D R HORTON TOM 407-321-2797 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 Works Utilities dA — f) 5wwT r7 Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) u re7" = I 0 3 BO-i CERTIFCATE OF OCCUPANCY(U ed 2f REQUEST FOR FINAL INSPECTION ,ef— SINGLE FAMILY RESIDENCE**** S DATE: 3/17/04 DIM 3 l PERMIT #: 03-2937 ADDRESS: 310 APPALOOSA COURT BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: TOM 407-321-2797 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 N/A lic Works id Zoning Utilities N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO1 ' SINGLE FAMILY RESIDENCE"" a DATE: 3/17/04 PERMIT #: 03-2937 ADDRESS: 310 APPALOOSA COURT BAKERS CROSSINGCi CONTRACTOR: D R HORTON t a `" Cr PHONE #: TOM 407-321-2797 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 Works til CONDITIONS: (TO BE Fire N/A Zoning 11 N/A N/A Y IF APPROVAL IS CONDITIONAL) FEDERAL EMERG164GY MMAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200,r ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON ; .. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 310 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 For Insurance Company Use. Policy Number Company NAIC Number PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 83, 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 ##,#####1 NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offloodrng) 1202940045 E 4117/95 4117/95 A` 24.6, B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. AS Profile FIRM Community Determined ® Other (Describe): NEAL HIL.ER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction ofthe 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 pages6 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, VI430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3: aA 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 Mused forthe BFE. Showfield measurements anddatum conversion calculation. Use thespace provided ortheComments areaof Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments NONE 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) 29. 3 ft.(m) o b) Top of next higher floor N/A. _ft.(m) Cn o c) Bottom of lowest horizontal structural member (Vzones only) N/A. o 0 o d) Attached garage (top of slab) 28. 9 ft.(m) E , o e) Lowest elevation of machinery and/or equipment u, ca servicing the building (Describe in a Comments area) 28.7 ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 28.0 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 28. 5 ft.(m) ID o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 0 o r) 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. y I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIWAM R. MUSCATELLO, JR. LICENSE NUMBER :4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. m ADDRESS jj CITY STATE ZIP CODE 320 E. SOUTH.STR ET/dE.18oh I A I nn ORLANDO FL 32803 y, 3110/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Sectiorwk For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number310APPALOOSACOURT CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL: MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO 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.. Ell. 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 (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official mustcertifythis 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) orZone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local officialwho is authorized by law orordinance 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 otherdocumentation 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. Acommunity official completed Section E for a building located in ZoneA (without a FEMA4ssued oroommunityassued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. G5. DATE G6. 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 ISSUED Check here ifattachments EMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 83, 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). W no0 LOT 82 00 b 0 Z WALK IS 1.3' OFF- Q._ _ 220.0_9 POB CENTERLINE OF-/ RIGHT-OF-WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: TRACT "E" WETLAND 50.00' S89'35' 18"E 20- ENVIRONMENTAL CONTROL EASEMENT 29.8' 10.0• ONE STORY CONCRETE BLOCK RESIDENCE FINISH FLOOR P ELEVATION=29.29 I'= COVERED 201' ENTRY I' - 7.7:1 . 19.7' zj GRAPHIC SCALE a6_ 0 15 30 2 0 Ln 0— 0 o LOT 84 O r-- 0 V) ui i - --- --- 10' UTILITY EASEMENT?,'••.. 16.0': 9 WALK ISti61.3' OFF N89'35 18 W .. N 50.00' OIto I I 142.79' N89.35'18"W - - - 362.88' - - - - PC D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-9-04, 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 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 83 AS BEING S89.35'18" E PER PLAT. FIELD DATE:) 11-19-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42577 FOUNDATION FINAL 03-09-04 CKB DRAWN BY: LOT PLAN 9/05/03 SDO TRACT "A" APPALOOSA COURT 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASUREDFNDFOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLABCCHORDLENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426 _7979 Q FND NAIL AND DISC LB #6393 (03/09/04) SET 1/2" IRON ROD AND CAP LB #6393 (03/09/04) CNA CORNER NOT ACCESSIBLE In, 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 TANGENCYTYPTYPICAL 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 SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR1 BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61C17=6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. WILLIAM R. MUSICATELLFO JR. PS FOR THE FIRM DATE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 326 APPALOOSA CT for which permit 03-00002805 has heretofore been issued on 9/11/03 has been completed according to plans and specifications filed in the office of the Building Official p for to the issuance of said building permit, to wit as complies with all the building, plumbing, ellectrica zoning and subdivision regulations ordinances of the City of San ord and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water Subdivision Regulations Apply: Yes APPROVAL DATE FIRE: Inspected C4 1_) U'1 `1'\_ Sewer Lines In Sewer Tap ENGINEERING: Drainage 2,aa Ov Maintenance Bond I1 1: ejIMi19X-09 Street Paved Street Name Street Signs C) Lights Storm Sewer Driveway Street Work FRRS PATn DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 10/03/03 20.00 01-APPLCTN FEE -ELECTRIC 11/18/03 20.00 01-APPLCTN FEE -BUILDING 9/11/03 10.00 01-APPLCTN FEE -MECHANIC 12/15/03 10.00 01-APPLCTN FEE -PLUMBING 9/25/03 10.00 02-ENGNG DEVLPMT FEES 9/11/03 10.00 01-FIRE IMPACT - RESIDENT 9/11/03 59.7 01-LI13RARY IMPACT FEE 9/11/03 54.00 M APPPnVAT, PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 326 APPALOOSA CT for which permit 03-00002805 has heretofore been issued on 9/11/03 has been completed according to plans and specifications filed in the office of the Building Official prio to -the issuance of said building permit, to wit as complies with all the building, plumbing, ele trical, ning 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 9/11/03 279.61 01-PLAN ALTERATIONS 10/28/03 35.00 01-POLICE IMPACT - RESID 9/11/03 91.93 01-RADON GAS TAX FEE 9/11/03 13.92 01-ROAD IMPACT FEES 9/11/03 847.00 01-RECOVERY FD/CERT. PGM. 9/11/03 13.93 01-SCHOOL IMPACT FEE 9/11/03 1384.00 WD IMPACT:SINGLE FAMILY 9/11/03 650.00 SD IMPACT:SINGLE FAMILY 9/11/03 1700.00 C OWNER r3u LDTN PTCTAL % DATE Oat CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: 3/19/04 PERMIT #: 03-2805 ADDRESS: 326 APPALOOSA CT BAKERS CROSSING CONTRACTOR: PHONE #: D R HORTON TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works Utilities ok 3/Zr, /a* Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Flo -3wsl' CERTIFCATE OF OCCUPANCY P v 3I REQUESTFORFINALINSPECTIONrr^ SINGLE FAMILY RESIDENCE**** 6 p-- 4 5 DATE: 3/19/04 PERMIT #: 03-2805 ADDRESS: 326 APPALOOSA CT BAKERS CROSSING CONTRACTOR: PHONE #: D R HORTON TOM 407-321-2797 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 N/A ublic Works-S' Zoning Utilities Licensing I1 N/ A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I I I I I j t j 1 1 I CL Q NIL ® 1 I I I I 1 I 1 I 1II 1 I I 1 I 1 1 CERTIFCATE OF OCCUPANCY aJ o a I I 1 1 1 1 REQUEST FOR FINAL INSPECTIOTC SINGLE FAMILY RESIDENCE"" I 1 1 s` ZR N 1 I v I DATE: 3/19/04 L° c co PERMIT #: 03-2805 C= Ga 8d C I ADDRESS: 326 APPALOOSA CT BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: TOM 407-321-2797 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 Works tilities I 1. Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE-UO41%TED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. 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 326 APPALOOSSA COURT CITY STATE ZIP CODE SANFORD. FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 128, 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): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (IIKIVI) INN-UKMA1 IUry B1, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FL06RIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5, SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, usedepth of Flooding) 1202940045 E 4117)95 4/17/95 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING INC. B11. Indicate the elevation datum used for the BFE in 139: 0 NGVD 1929 NAVD 1988 Other (Describe): _ 1312 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 Anew Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram mostsimilar to the building forwhich 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, VI430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AOCompleteItemsC3: 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 inSectionB, convertthe datum to that usedfor the BFE. Showfield measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE 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 endosure) 28. 8 ft.(m) 75 o b) Top of nexthigher floor 38.2 ft.(m) o o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) a o o d) Attached garage (top of slab) 28. 2 ft.(m) E a o e) Lowest elevation of machinery and/or equipment 6 servicing the building (Describe in a Comments area) 27.9 ft.(m) E 15 o I) Lowest adjacent (finished) grade (LAG) 27.3 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 27. 7 ft.(m) h No of rmanent o nings (flood vents) within 1 ft. above adjacent grade 0o ) . pe Pe — o i) Total area of all permanent openings (flood vents) inC3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITEGI t;t:X I it-IUN r'Ury This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STE. 0 ORLANDO FL 32803 SIGNATURE — — DATE TELEPHONE 6/04 (407) 426-7979 FEMA Form 81-31, January See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andforBldg. No.) OR P.O. ROUTE AND BOX NO. Poricy Number326APPALOOSACOURT CITY STATE ZIP CODE Company NAIL NumberSANFORDFL32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) buildingowner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for useas supporting information fora LOMA orLOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich 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 ofthe bottom floor (including basement or enclosure) ofthe building is _ ft.(m) _in.(cm) aboveor below (check one) the highest adjacent grade. (Use natural grade, if available). E3. ForBuilding Diagrams 6-8with openings (seepage 7), the next higher flooror elevated floor (elevation b) of the building is _ ft.(m) _in.(cmm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. 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, ifavailable). E5. For Zone AO only: If noflood depth number is available, is the top ofthe bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA-issued orcommunity - issued BFE) or Zone AO must sign here The statements in Sections A, 8, C, and E are correct to the best ofmyImowledge. PROPERTY OWNER'S OROWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE 01U1V %1UMr- DATE TELEPHONE I.uIVIIVICIV 10 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) Thelocal official who is authorized by law or ordinance to administer the communitys floodplain managementordinance can complete SectionsA, B, C (or E), andGof this Elevation Certificate. Complete the applicable item(s) and sign below, G1. The information inSection Cwas taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state orlocal law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section Efor a building located in Zone A (without a FEMAassued or community -issued BFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth offlooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments F€MA Form 91-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 128, 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). LOT 136 LOT 135 I LOT 134 I 50.00' 287 N90'00'00"E LOT 128 1"=30' n GRAPHIC SCALE 0 15 30 3 LOT 127 TWO STORY CONCRETE BLOCK w LOT 129 O 0 do WOOD FRAME RESIDENCE O O O O O FINISH FLOOR i 0 O O a ELEVATION=28.75 00 OO Z COVERED V) ENTRY_ 5.3' in 5.0' 5.0TYP2.0 cCONC&Ei.:, DRIVEWAYj„ WALK IS 26".j6.0'°•'1'01.0' OFF UTILITY EASEMENT 268 WALK IS 1.0' OFF o;. N90'00 00 W oi 50.00' OIN Ni pTQ - 193.52' _ 185.00' N90'00'00"W 378.52' CENTERLINE OF-/ TRACT "A" RIGHT-OF-WAY APPALOOSA COURT 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-22-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F,I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 128 BEING NDO'00'00"F PFR PI AT FIELD DATE:) 9-24-03 REVISED: SCALE: 1 = 30 FEET LEGEND BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE LB #6393 (03/22/04) RIGHT OF 4 WAY LINE FND 1/2" IRON ROD AND CAP EXISTING ELEVATION LB #6393 (03/22/04) - CNA CORNER NOT ACCESSIBLE CONCRETE DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PTDENOTES POINT OF TANGENCY FND FOUND - TYP TYPICAL C/ W CONCRETE WALK A/C AIR CONDITIONER S/ W. SIDEWALK. COW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. . APPROVED BY: Si YINAL 3-ZZ-U4 LKH AMERICAN SURVEYING & MAPPING ASM42087 FORMBOARD 10-27-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB#63! JOBNO. '-- 320 EAST SOUTH STREET. SUITE 180 FLIPHgw% 19-9-0J JML OPLANOO, t=LbRIBA DRAWN BY: PLOT PLAN 07/24/03 500 32801- (407) 426-7979 I J TOR IjFIfjMGALEN K. 8ELL,j PSM # 224 DATE M11" MiTeke March 21, 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 : I4277162 thru I4277179. Total: 18 drawings. Job o :DR1749A Builder D.R. HORTON Location :BAKERS CROSSING, LOT 2.S3 County : SEM I.NOLE 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) 18 Truss drawing. 2) Truss Index. A;60 V- _ , March 21, 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. n nr . Cii n R+nnnrs 1 Ch.d (.41r d;ilaujVAU 4.1 `. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\a.tre" 14277162 1,"\DR1749A\a11.tre" 14277163 2,'\DR1749A\a13.tre" 14277164 3,"\DR1749A\a15.tre" 14277165 4,"\DR1749A\a17.tre" 14277166 5,"\DR1749A\a19.tre" 14277167 6,'\DR1749A\a7.tre" 14277168 7,"\DR1749A\a9.tre" 14277169 8,"\DR1749A\agab.tre" 14277170 9,'\DR1749A\c.tre" 14277171 10,'\DR1749A\cgab.tre" 14277172 11,"\DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749A\jtre" 14277175 14,'\DR1749A\kAre" 14277176 15,"\DR1749A\I.tre" 1 4277177 16,"\DR1749A\m.tre" 14277178 17,"\DR1749A\s,tre" 14277179 No.4.5161 Y Y 09. STATE OF ,_\ December 19, 2002 A WARNIIN0 - VerVy design parameters and READ NOTES ON TJHS 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. Brocing 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'ocing 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 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke j&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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 -G NAIL ® HYDRO,41R® Job Truss Truss Type Qty Ply HORTON M) 14277162 DR'1749A A ROOFTRUSS 18 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 11-0-0 7-0-9 13-5-4 19-10-0 26-2-12 , 32-7-7 39-8-0 40-8-0 1-0-0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1-0-0 Scale = 1:67.2 54 = 5 5.00 12 3x4 3x4 C 4 6 Sx6 5x6 3 7 2 8 910c1leiEff] 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-2-14 19-10-0 i 29-5-2 39-8-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-00-3-07:0-3-00-3-08:0-4-2 0-1-8 LOADING (psf) SPACING 2- 0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2= 1936/0-8-0, 8=1936/0-8-0 Max Horz 2=222( load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14= 3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=406 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. p i 13 LOADCASE(S) Standard No. 4.51 f 1 11 V STATE4F . w Q'`.• o R 1.a' WALAWARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek 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 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, DSO.89 Bracing Spectfleation, and HIS-91 M iTek® Handling Installing and BracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onofrlo Drive, Madison, WI53719. 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. 0 Q 0 For 4 x 2 orientation, locate M plates 1/8" from outside edge of a truss and vertical web. o0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. General Safety (Votes 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 cr joint and embed fully. Avoid knots and wane 0 at joint locations, a 4, Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 40,10 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 PANEL CLIP FORM018,019 aAWG-NAIL ® HY97RO,AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and 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 Il 14277163 DR1749A A11 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGW OOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 itQ 5-9-14 11-0-0 16-10-11 22-9-5 , 28-8-0 33-10-2 , 39-8-0 40-8-0 1-0-0 5-9-14 5-2-2 5-10-11 5-10-11 5-10-11 5-2-2 5-9-14 1-0-0 Style = 1:68.1 54 = 2x4 11 5x6 = 5x6 = 4 5 6 7 5.00 12 2x4 J 2x4 41 3 8 zz2 9 1 6 1 0o 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 34 = 3x8 = 30 = 3x6 = 3x4 = 8-3-14 16-10-11 22-9-5 31-4-2 39-8-0 8-3-14 8-6-13 5-10-11 8-6-13 8-3-14 Plate Offsets X Y: 2:0-4-2 0-1.8 4:0-3-00-2-4 6:0-3-00-3-07:0-3-00-2-4 9:0-4-2 0-1-8 LOADING (psf) SPACING 2- M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ((b/size) 2= 1936/0-8-0, 9=1936/0-8-0 Max Horz2=-134(load case 5) Max Uplift2=-954(load case 2), 9=-954(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-3797, 3-4=-3521, 4-5=-3773, 5-6=-3773, 6-7=-3767, 7-8=-3521, 8-9=-3797, 9-10=14 BOT CHORD 2-16= 3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039, 11-12=3039, 9-11=3465 WEBS 3-16=-292, 4-16=420, 4-14=934, 5-14=-426, 6-14=-9, 6-13=-427, 7-13=925, 7-11=420, 8-11=-292 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 954 lb uplift at joint 2 and 954 lb uplift at joint 9. ! i1 f1 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,1 Il F1 LOAD CASE(S) Standard No. 4 5161 STATE dF QNaL A WAJUMG - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. e 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 Incorporatlon'of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brblcing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrk:atlon, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, 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 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI! MiTeko 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 cc joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 0 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 GANG -NAIL ® HYORO,AIR 6 Job Tjuss Truss Type Oty Ply HORTON 14277164 DR1749A A13 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 P1-0-Q 6-9-14 13-0-0 17-6-11 22-1-5 26-8-0 32-10-2 39-8-0 40-8- 1r1- 0-0 6-9-14 6-2-2 4-6-11 4-6-11 4-6-11 6-2-2 6-9-14 1-0-0 Scale = 1:68.1 Sx6 = 3x4 = 3x4 = 6x6 = 4 5 6 7 5. 00 12 3x4 % 3x4 3 8 2 9 i d q_ ao13x8 = 15 14 13 12 11 3.8 = 2x4 1 5.8 = 3x4 = 5x8 = 2x4 11 6- 9-14 13-0-0 19-10-0 26-8-0 32-10-2 39-8-0 6- 9-14 6-2-2 6-10-0 6-10-0 6-2-2 6-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 4:0-3-00-2-47:0-3-00-2-4 9:0-4-2 0-1-8 12:0-2-12 0-3-014:0-2-12 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 0.71 Vert(LL) 0.32 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/ 0-8-0, 9=1936/0-8-0 Max Horz2=-154(loadcase 5) Max Uplift2=-925(load case 4), 9=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3771, 3-4=-3114, 4-5=-2874, 5-6=-3237, 6-7=-2874, 7-8=-3114, 8-9=-3771, 9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14=3209, 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3-15=127, 3- 14=-634, 4-14=799, 5-14=-523, 5-13=74, 6-13=74, 6-12=-523, 7-12=799, 8-12=-634, 8-11=127 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 925 lb uplift at joint 2 and 925 lb uplift at joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ..•...... LOAD CASE(S) Standard k No. 4 5161 O STATE F e QNaL A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and 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 brIscing 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 HIB-91 MiTek® Handling Installlnq and Bracing RecommendationavailablefromTrussPlateInstitute, 583 D'onofrlo Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 141 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac_3 other. oNQ WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o; L Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional V MiTek® engineer. 15. Care should be exercised in handling, ON PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GAJYG-MAJL ® HYDRO -AIR Job Truss _`Ib Truss Type City Ply HORTON 14277165 DR1749A A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 1-0-Q 7-9-14 15-0-0 19-10-0 24-8-0 31-10-2 39-8-0 40-8-p 1-0-0 7-9-14 7-2-2 4-10-0 4-10-0 7-2-2 7-9-14 1-0-0 Scale = 1:68.1 5x6 = 3A = 5x6 = 5.00 12 4 5 6 5x6' 5x6 3 7 2 8 1 9 1q 3x8 = 13 12 11 10 3x8 = 2x4 11 5x8 = Sx8 = 2x4 11 7-9-14 15-0-0 24-8-0 31-10-2 39-8-0 7-9-14 7-2-2 9-8-0 7-2-2 7-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-00-3-4 4:0-3-00-2-46:0-3-00-2-4 7:0-3-00-3-48:0-4-2 0-1-8 11:0-4-00-3-0 12:0-4-00-3-0 LOADING (psf) SPACING 2-M CSI DEFL in ( loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 BCLL 0.0 Rep Stress Incr YES W B 0.87 Horz(TL) 0.17 8n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D ' Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP NoA D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1936/0-8-0, 8=1936/0-8-0 Max Horz2=-1 74(load case5) Max Uplift2=-953(load case 4), 8=-953( load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3673, 3-4=-2887, 4-5=-2669, 5-6=-2669, 6-7=-2887, 7-8=-3673, 8-9=14 BOT CHORD 2-13=3363, 12-13=3359, 11-12=2803, 10-11=3359, 8-10=3363 WEBS 3-13=147, 3-12=-767, 4- 12=668, 5-12=-220, 5-11=-220, 6-11=668, 7-11=-767, 7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 953 lb uplift at joint 2 and 953 lb uplift at joint ! i, 13 a.''lF/'`. 5) Truss Engineer: Junaidie Budiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .• LOAD CASE(S) Standard No. 4.5161 ,k A Q+. STATE QF ,. NaL B _ .rp..r . l r,+. ewnwrma Pfr( jy t ffl!4 p%rwwtsra and READ Nons oN Tws ANDREvERm srnE BEFORE UM. --® Design voidfor 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 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 HIS-91 MiTek® Handling Installing and Bracing Rocommondatlon available from TrussPlateInstitute, 583 D'OnofrioDrive, Madison, WI53719. 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, T 0 0 For 4 x 2 orientation, locate M plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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® 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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. Q. 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, r' 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,AW O Job Truss Truss Type Qty Ply HORTON r= 14277166 DR1749A A17 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 Is Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 i1-0-Q 6-1-3 , 11-6-10 17-0-0 22-8-0 , 28-1-6 33-6-13 39-8-0 40-8-0 1-0-0 6-1-3 5-5-6 5-5-6 5-8-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:68.1 5x6 = 5x8 = 5 6 3x4 3x4 4 7 5x6 54 5.00 12 3 2 9 q111^ 3x8 = 16 15 14 13 12 11 3x8 = 3.4 = 3x6 = 3xe = 3.4 = 3.6 = 3x4 = 8-9-14 17-0-0 22-8-0 30-10-2 39-8-0 8-9-14 8-2-2 5-8-0 8-2-2 8-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-0 0-3-0 5:0-3-0 0-2-46:0-5-12 0-2-8 8:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=-194( load case 5) Max Uplift2=-978( load case 4), 9=-978(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=-3768, 3-4=-3474, 4-5=-2650, 5-6=-2457, 6-7=-2650, 7-8=-3474, 8-9=-3768, 9-10=14 BOT CHORD 2- 16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12-13=2991, 11-12=2991, 9-11=3440 WEBS 3-16=- 317, 4-16=439, 4-14=-723, 5-14=610, 6-14=0, 6-13=610, 7-13=-723, 7-11=439, 8-11=-317 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 978 lb uplift at joint 2 and 978 lb uplift at joint 9. ! 1 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .......... LOAD CASE(S) Standard No. 4.5161 STATE OF r aL nalommol A WARNING - VerVy design parameters and READ NOTES ON TWS AND RE VERSE SWE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper 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 brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding labrkatlon, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 MiTek® Handling Installing andBracingRecommondatlonavailablefromTrussPlateInstitute, 583 D'Onolrlo Drive, Madison, WI 53719. Symbols Numbering System A,General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 8 securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor joint and embed fully. Avoid knots and wane plates/a" from outside edge of c o a at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, J 15, Care should be exercised in handling, TM IPEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 a''N- HYDAWMA/R® Job Truss ti, Truss Type Qty Ply HORTON 14277167 D111749A A19 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 11-0-Q 6-9-3 12-10-10 19-0-0 20-8-0, 26-9-6 32-10-13 39-8-0 40-8-0 1-0-0 6-9-3 6-1-6 6-1-6 1-8-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 168.1 5x6 = Sx6 = 5 6 5.0o 12 3x4 3x4 4 7 5x6 Sx6 . 3 8 2 9 qq 3x8 = . 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 5.6 9-9-14 19-0-0 20-8-0 29-10-2 39-8-0 9-9-14 9-2-2 1-8-0 9-2-2 9-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-00-3-05:0-3-0 0-2-46:0-3-0 0-2-4 8:0-3-0 0-3-09:0-4-2 0-1-8 11:0-3-0 0-3-0 LOADING (psf) SPACING 2- 0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.34 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 11-13 >885 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 202 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4SYPNo.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2= 1936/0-8-0, 9=1936/0-8-0 Max Horz2=214(load case 4) Max Uplift2=-1002(load case 4), 9=-1002(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 29, 2-3=-3900, 3-4=-3540, 4-5=-2536, 5-6=-2269, 6-7=-2536, 7-8=-3540, 8-9=-3900, 9-10=29 BOT CHORD 2-16= 3488, 15-16=2909, 14-15=2909, 13-14=2269, 12-13=2909, 11-12=2909, 9-11=3488 WEBS 3-16=409, 4-16=560, 4-14=-862, 5-14=663, 6-13=663, 7-13=-862, 7-11=560, 8-11=-409 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 1002 lb uplift at joint 2 and 1002 lb uplift at , It i joint 9. 5) TrussEngineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •.•... LOAD CASE(S) Standard C No. 4.5161 tx STATE OF t A 40aRI'D, QVALr Il AWARMNO - Verify deelgn parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. eiiiii1 Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br*bcing of the overallstructure is the responsibility of the building designer. For general guidance regarding labrloatlon, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and BracingRecommendationovolloblefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. 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. A„ T o 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. MITek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 o at joint locations. as 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 ILATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O TM PANEL CLIP FOR UM018,019 e.N-' ® HYORO.AIRO 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, L erection and installation of trusses, 1993 Mitek Holdings, Inc. Job 1russ ` Truss Type Qty Ply HORTON 14277168 DR1749A A7 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 11-0-Q 3-9-14 7-0-0 10-4-0 16-8-0 23-0-0 29-4-0 32-8-0 35-10-2 39-8-0 40-8-p 1-0-0 3-9-14 3-2-2 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 3-2-2 3-9-14 1-0-0 Scale = 1:68.1 6x8 = SA = 6x10 = Nil= 6x6 = 4x6 = 5.00 12 4 5 6 7 - 8 9 2x4 C 2x4 3 10 2 11 1 21Y US = 20 19 18 17 16 15 14 13 08 = 4x6 = 7x8 = 48 = 8x14 = 4x6 = 5x8 = 46 = 4x6 = 7-0-0 10-4-0 16-8-0 23-0-0 29-4-0 32-8-0 39-8-0 7-0-0 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 7-0-0 Plate Offsets X Y : 4:0-2-12 0-3-8 6:0-4-00-4-8 9:0-2-00-3-4 19:0-4-0 0-5-4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0. 0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-2-1 oc pudins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-3-6 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-17 WEBS 2 X 4 SYP No.3 'Except' 2 Rows at 1/3 pts 5-17 5-17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D REACTIONS (lb/ size) 2=-382/0-8-0, 19=5682/0-8-0, 11=2386/0-8-0 MaxHorz 2=-95(load case 5) Max Uplift2=- 706(load case 7), 19=-3785(load case 2), 11 =-1 452(loadcase 3) Max Grav2= 225(load case 3), 19=5682(load case 1), 11=2395(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=1663, 3-4=2040, 4-5=4301, 5-6=-1807, 6-7=-1807, 7-8=-5106, 8-9=-5597, 9-10=-4998, 10-1 1=-5157,11-12=17 BOT CHORD 2-20=-1520, 19-20=-1844, 18-19=-4301, 17-18=-4301, 16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3- 20=-401, 4-20=893, 4-19=-3223, 5-19=-3396, 5-17=6677, 6-17=-976, 7-17=-3606, 7-16=480, 8-16=-536, 8-14=-588, 9-14= 1215, 9-13=773, 10-13=-89 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to water 1 •. prevent ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2, 3785 lb uplift at joint 19 yL and 1452lbupliftatjoint11. 5) Girder carries hip end with 7-M end setback L 6) Specialhanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 32-8-0, and603.21b down NO. 4•5161 and 435. 51b up at 7-M on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _. LOAD CASE( S) Standard S riAir STATE Ce'N 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads ( plf) OR Q` Vert: 1- 4=-74.0, 4-9=-154.2, 9-12=-74.0, 2-20=-20.0, 13-20=-41.7, 11-13=-20.0 7 QNt1L. Concentrated Loads (lb) Vert: 20=- 603.2 13=-603.2 A WARNING - Ver(jy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mliek 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 braking 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, DS11-89 Bracing Specification, and HIB-91 M iTek® Handling InstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 011 roll 3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca 73- other. o J5Q3. Place plates on each face of truss at each For 4 x 2 orientation, locate o V 0joint and embed fully, Avoid knots and wane plates 1 /8" from outside edge of a o at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 1 /4 length(+ 6" fromatpanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40", unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. M1 14. Do not cut or alter truss member or plate without prior approval of a professional M iTeka engineer. J 15, Care should be exercised in handling, lol® PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 LNG —L ® HYDRO.A/R Job T'russ y Truss Type Qty Ply HORTON 14277169 DR1749A A9 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:23 2002 Page 1 11-0-p 4-9-14 9-0-0 16-2-11 23-5-5 30-8-0 34-10-2 39-8-0 40-8-P r 1-0-0 4-9-14 4-2-2 7-2-11 7-2-11 7-2-11 4-2-2 4-9-14 1-0-0 Scale = 1:68.1 5x6 = 5x6SA= 3x4 = 5.o0 Fl2 4 5 6 7 2x4 \\ W 3 8 2 9 1 101g 16 = 17 16 15 14 13 12 11 3.6 = 3.4 = 7.8 = 3x6 = 3x4 = 3x6 = 7x8 = 3x4 = 5-5-14 10-4-0 19-10-0 29-4-0 34-2-2 39-8-0 5-5-14 4-10-2 9-6-0 9-6-0 4-10-2 5-5-14 Plate Offsets X Y: 4:0-3-00-2-4 5:0-3-00-3-0 7:0-3-0 0-2-4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.37 12-14 >942 BCLL 0. 0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10. 0 Code FBC2001 1st LC ILL Min Vdefl = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 REACTIONS (lb/ size) 2=19/0-8-0, 16=2578/0-8-0, 9=1275/0-8-0 Max Horz 2=1 14(load case 4) Max Uplift2=- 317(load case 7), 16=-1532(load case 2), 9=-637(load case 3) Max Grav2= 87(load case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=723, 3-4=829, 4-5=1537, 5-6=-1186, 6-7=-1776, 7-8=-2195, 8-9=-2307, 9-10=14 BOT CHORD 2-17=-658, 16-17=-1135, 15-16=467, 14-15=467, 13-14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3- 17=-319,4-17=546,4-16=-1211,5-16=-2384,5-14=1043,6-14=-781,6-12=61,7-12=117,7-11=424,8-11=-224 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever -left and right exposed ; porch left 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 317 lb uplift at joint 2, 1532 lb uplift at joint 16 ! i B and 637 Ib uplift at joint 9. •..• ..•• 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331..E .•4 LOAD CASE( S) Standard . No. 4 5161 STATE OF Ljr ONale tr, A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and 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 braking 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 MiTek® Handling InstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. S-Vmbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ya J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against eachcaca other, o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o 0joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a 1 at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from10panel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and M iTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEAMING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. " Y 15, Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018_019 cnaNr.-NAJL ® MYDROIA/R® Job Truss ,. Truss Type Qty Ply HORTON 14277170 DR1749A AGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 11-0-p 7-0-9 13-5-4 19-10-0 26-2-12 32-7-7 39-8-0 40-8-p 1-0-0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1-0-0 Style = 1:67.2 Sx6 = 5 5.00 12 3x4 i 3x4 4 6 Sx6 5x6 3 7 2 8 9Ig1 3x8 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-2-14 19-10-0 29-5-2 39-8-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X,Y): [2:0-4-2,0-1-8], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-4-2,0-1-8], [35:0-M,0-0-0], [35:0-M,0-0-0], [36:0-M.0-0-0], [37:0-0-0,0-0-0], [38:0-M,0-0-0], [38:0-M O-Ml, [39:0-M,O-M], [40:0-M,O-M], [41:0-M,O-M], [42:0-0-0,O-M], [43:0-M,O-M], [43:0-M,O-M], [44:0-M,O-M], [45:0-0-0,0-0-0], [46:0-M,0-0-0], 47:0-M,0-0-0, 48:0-M,O-M , 48:0-M O-M , 49:0-M,0-0-0 , 50:0-0-0,0-0-0 51:0-M,O-M , 52:0-0-0,0-M , 53:0-M,O-M , 54:0-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 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1936/0-8-0, 8=1936/0-8-0 Max Horz2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7.8=-3677, 8-9=14 BOT"CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=406 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable yi131 end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. !p 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 ........0...+ End Detail" .• l /C4! 4) All plates are 2x4 M1120 unless otherwise indicated. v5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. No 45161 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard v '•, STATE F;r rf Qaljf0n :`•y• QNaL WARMING - VerVy design parameters 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 oildesigner. Bracing shown is for lateral support of IndNtdual web members only. Additional temporary bracing to Insure stability during construction k the lelpBhf bully of fhe 616alel. Addlllenal "Imanent bNeinq of the eyeball thuetute b the imDonflblllly of the bulidino Me net. Foi general qu anae regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/4 * 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 /e" from outside edge of truss and vertical web. o *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. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c WEBS JS Cr oCco a. 0 Shy V 0 a ce 0c7ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N a ! @ . MiTek® HYORO,AW 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 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, v 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14277171 DR1749A C ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 1-0-0 5-2-14 9-10-0 14-5-2 19-3-0 1-0-0 5-2-14 4-7-2 4-7-2 4-9-14 Scale = 1:33.3 4x6 = 4 5.00 F12 2x4 2x4 3 5 6 2 rrIl 7 3x4 = 5x8 = 3x4 = 9-10-0 19-3-0 9-10-0 9-5-0 Plate Offsets X Y : 7:0-4-0 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 0.38 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-7 >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 = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP.No.2D TOP CHORD Sheathed or 5-1-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=883/0-3-0, 2=986/0-8-0 Max Horc2=131(load case 4) Max Uplift6=438(load case 5), 2=-537(load case 4) FORCES (lb) -first Load Case Only TOP CHORD 1-2=14, 2-3=-1487, 3-4=-1088, 4-5=-1088, 5-6=-1455 BOT CHORD 2-7=,1354, 6-7=1315 WEBS 3-7'fW, 4-7=483, 5-7=-340 NOTES (4) a i1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 6 and 537 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t...........+ 1./ LOAD CASE(S) Standard. l F / f No. 4.5161 d; 41ATE QFtoR oar. WARMNG - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. 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 bfbrcing 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 OuolBy Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Instolllnq and Bracing Recommendationavailable from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI53719. 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, A„ For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 C3 WEBS J5 0 0cc a vO a 00c8c7ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTeke HYDRO-AW 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, v erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss i Truss Type Oty Ply HORTON 14277172 DR1749A CGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1 1-0-0 5-2-14 9-10-0 14-5-2 19-8-0 20-8-0 1-0-0 5-2-14 4-7-2 4-7-2 5-2-14 1-0-0 Scale = 135.1 4A = 4 2x4 I 2x4 11 5.00 12 2x4 2x4 2x4 II 3 5 2x4 II x4 x4 II 0 2 x6 11 8 f T Y 2x4 11 2x4 11 2x4 11 a 2x4 11 2x4 11 2A 11 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 16:0-M 0-0-0 t 7:0-0-0,0-0-0 18:0-0-0 0-0-0 19:0-0-0 0-0-0 20:0-0-0 0-0-021:0-0-0 0-M 22:0-M 0-0-0 LOADING( psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL , 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-10 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=996/0-8-0, 6=996/0-8-0 Max Horz2=122(load case 4) Max Uplift2=- 541(load case 4), 6=-541(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1510, 34=-1113, 4-5=-1113, 5-6=-1510, 6-7=14 BOT CHORD 2-8=1,376, 6-8=1376 WEBS 3- 8= 382, 4-8=502, 5-8=-382 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFIRS 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 L _ End Detail" 4) Gable studs spaced at 2-M oc. ..••••.., 5) Provide l / mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at joint .• " 6. ' •'y ••. 6) TrussEngineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE( S) Standard f No. 4.5161 A V vp ; STATEOFWALAWARNINO - Vsr M design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Deslan valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Indllual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is rosponslbmry of bueding deslgnm - not tr— designer. Bracing shown Is for lateral support of Individual web members only. AddI lonal temporary biidbl-nd )a IM1.116 11ab111ty t)U11110 e8f11410118A k the responsibility of the erector. Additional permanent bricking 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 MiTek® Handling InstallinqandBracingRecommendationavailablefromTrussPlateInstitute, $93 D'Onofilo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 44 to-1 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. cc 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 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. FOR M016,019 MiTek® 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 Q joint and embed fully. Avoid knots and wane of at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job TniSs - - Truss Type Qty Ply HORTON 14277173 DR1749A D ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:27 2002 Page 1 1-0-0 5-2-0 10-4-0 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scale = 120.1 4.6 = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 12 42 5 Io 62x4 11 3x4 = 3x4 = 3x8 11 5-2-0 9-8-0 10-4-0 5-2-0 4-6-0 0-8-0 Plate Offsets KY): 4:0-1-14 0-0-2 4:0-0-4 EdgelLOADING ( pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL , 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL ' 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 be pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS2X4SYPNo.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=561/0-3-0, 4=561/0-3-0 Max Horz 2=-75(load case 5) Max Uplift2=-318(load case 4), 4=-318(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14,'2-3=-596, 3-4=-596, 4-5=14 BOT CHORD 2-6=547, 4-6=547 WEBS '# 3 6=101' NOTES '( 5) 1) Unbalanced:roof-live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever:left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide connection 13 mechanical (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 lb uplift at joint ,V ir. 4. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. .• i I 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard * ` No. 4.5161 0'; OTATE OF ; s Qniai:D - B 1 WARNING - Ve ftdesign parameters and READ NOTES ON TBIS AND RE VERSESIDE 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 ofbuilding 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 btlacing 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, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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. A,. a"' For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c2 c73 CrWEBS J5 O _ Cr o a s+ UO r- a ce C7 cs 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. 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. MiTeko A PANEL TM CLIP FORN1018,019 GANG--L ® HYDRO AiR 0 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. 16. Care should be exercised in handling, erection and installation of trusses. _ 1993 Mitek Holdings, Inc. Job Tnos .4- Truss Type Qty Ply HORTON 14277174 DR1749A DGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 1 1-0-0 5-2-0 10-4-0 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 Swle = 1:20.1 4A = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. s.00 12 2x4 11 2x4 11 4 2 6 1 2x4 11 62x4 11 2.411 3x8 II 3x4 = 3x4 = 5-2-0 9-8-0 10-4-0 5-2-0 4-6-0 0-8-0 Plate Offsets X Y : 4:0-1-14 0-0-2 , 4:0-0-4 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/deft = 360 Weight: 43 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 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size). 2=564/0-3-0, 4=560/0-1-8 Max Horz 2=-75(load case 5) Max Uplift2=-319(load case 4), 4=-316(load case 5) FORCES:. (lb) - First Load Case Only TOP CHORD :. 1-2=14, 2-3=-603, 3-4=-602; 4-5=14 BOT CHORb 2-6=553, 4-6=553 WEBS 3-6=101 NOTES (8) ' 1) Unbalanced.roof live loads have been considered for this design. 2) Wind: ASCE,7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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" l F / 4) Gable studs spaced at 2-0-0 oc. ; • 'r5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 316 lb uplift at joint 4. No. 4 5161 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. = ySTATE +( STAT FORLOADCASE(S) Standard i Ln 11M WARNING - Vsr jjy design pammeters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. ® Design valld tot use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Instalied 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 Indlvlduol web membels only. Additional temporary bracing to Insure stability during construction Is the iesponslblllty or the erector. Additional permanent btbcing or the overall structure is the responsibility of the building designer. For general guidance regarding fabficallon, qualify control, storage, delivery, erection and bracing, consull 6§146 Sualify Mandard, M-to tracing SpecNlcallon, and Nlt-41 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftio Drive, Madison, WI53719. 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. 0 Q O For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATEF2AL BRACING HUD/FHA TCB 17.08 Indicates location of required 40:11, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko 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 Q joint and embed fully. Avoid knots and wane Oz at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 LNG -NAIL HYDRO -AIR Job rr s p. Truss Type Qty Ply HORTON 14277175 DM749A J ROOFTRUSS 14 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 1-0-0 7-0-0 1-0-0 7-0-0 3 Style = 1:16.6 5. Do 12 2 4 W = 7-0-0 i 7-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 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/deft = 360 Weight: 23 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=234/Mechanical, 2=424/0.M, 4=66/Mechanical Max Horz 2=221(load case 5) Max Uplift3=-255(load case 5), 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss totruss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 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 NI No. 4 5161 y 4 0 • STATE OF QivaL B .1 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Buiedesigner. 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 bil9cing 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'Onofrlo Drive, Madison, WI53719. 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-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. FORM010,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 Cr WEBS J5 0 0 0 u h ; ; O CL O Soh V U F- a ce c7 ce 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. 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 f9i @ MiTeke Zt @ MYORD-WR TM PAN CLIP EL 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. L 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Trots Truss Type Qty Ply HORTON 14277176 DR1749A K ROOF TRUSS 4 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13.0 5.00 12 2 1 4 2A = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-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=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2=161(load case 5) Max Uplift3=-178(load case 5), 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standardit No.4.5161 O % STATE OF t A WARNING - Ver(fy design pamnwters 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 so[ 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 Speciflcation, and HIB-91 WelkeInstallingandBracingRecommendallonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. 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, Q"' 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. Numbering System J2 J3 J4 TOP CHORDS ca c O WEBS JJ a: OO Fca c7 OF BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4000 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® ill TM PANEL CLIP FORM018,019 QANG NAIL ® HYDRD.AIROO - 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. Job Truss Type Qty Ply HORTON 14277177 DR1749A L ROOF TRUSS 4 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:30 2002 Page 1 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:8.7 5. DO 12 2 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz 2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 " BOT CHORD 2-4=0 NOTES(4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer, to girder(s) for $us's to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 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 iE 13 Y No. 4.5161 STATE OFp'• 0R NAL race,t. WARNING - Ver(& design parameter: 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 Is! 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 bNcing 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 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1)/, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc273- other. o WEBS J5 Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o tr joint and embed fully. Avoid knots and wane plates I/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/4 length(+ 6" fromatpanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and 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. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek0 engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 G--L ® HYORO,A/R Job Fdo!7fRs .aC*e Truss Type Qty Ply HORTON 14277178 DR1749A M ROOF TRUSS 4 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page 1 3 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:5.2 2 5.00 12 1 4 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 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 5 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 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(load case 4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 SOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7=98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantileverleft 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 25 lb uplift at joint 3 and 142 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.B` No. 4.5161 CC• 0 OFs. JOR WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility at 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 fabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo 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 securely seat, O Q 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST To THE LEFT. MITek/Gang-Nail Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40:11, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI! MiTeke 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 cc joint and embed fully, Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,0.79 G°'"'G """` ®. HYDRO -AIR@ Job Tw's ,4" Truss Type City Ply HORTON A 14277179 DR1749A S ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:54 2002 Page 1 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 swar 1 8.3 3.54 12 3x4 3 2 8 2x4 II 7 6 5 3x4 = 2x4 = 5-3-5 9-10-5 9-1p-1 5-3-5 4-7-0 0-0-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=309/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz 2=271(load case 2) Max Uplift4=-310(load case 5), 2=-266(load case 2), 5=-169(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1072, 3-4=64 BOT CHORD 2-7=1003, 6-7=1003, 5-6=0 WEBS 3-7=166, 3-6=-1071 NOTES (4) 1) Wind: ASCE 7-98 per, FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 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 atjoint 4, 266 lb uplift at joint 2 and 169 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard , 1 13 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 •'"•''•., Uniform Loads ,dt, plo ' f Vert: 1-8=-74.0 C{`" Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 * Nd.4.5181S p STATE OF VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING 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. AddBional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brlacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo 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. 0 Q For 4 x 2 orientation, locate 0 7: plates/a" from outside edge of otrussandverticalweb, 0 This symbol indicates the o required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI! MiTeke General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NYDRO,A/R® 8-0 0 I I CD COVERED P RCH r --- ----- A7- 9-4-0 BRG. ) A11_- i A13 A15 i l I I A i LD A I A r r 3 I; 0 rnrn A AGAR 5 A B 13-11-0 BRG. IN ENTRY C AB"` I 11-0-0 'IE 10-4-0 L -- - 20-0-0 19-8-0 b1 P IIPIC;: ALL BEARING WALLS TO BE PLACED I t_ 1 PLY HGR. 1I 16- REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I IA. b 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND .OVER/HANGS, . WALLS SHOWN ARE TO BE BEARING.. IL 3 PLY HGR. SIGNED APPROVAL: X AJOB NUMBER: DR1749A DATE: 1-24-01 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 5 H: 2" 4!7-321--ABRG-1440 BY: T-H JOB NAME: MODEL 1749 "A" ELEV. 6LacK PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 83, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK' 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT. 83 CONTAINS 5507 SOUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 579 SO. FT, t TOTAL SOD 2738 SO. FT. t W Lnop LOT 82 Co b O Z TRACT "E" WETLAND 50.00' S89'35' 18"E 20' ENVIRONMENTAL NCONTROLEASEMENT LOT 83 \ DRAINACE TYPE B i.2' 29.7' 5.2' PORCH o 10.0' 39.7' PROPOSED 1749 0 InFINISHEDFLOOR a ELEVATION=29.0 59.3iArn00 LOT 84JO - b V 1 Nb9',55 1 b W 50.00' M alb alo SINOIu•1 220.09 I - POB N89'35'18"W 362.88' TRACT "A" CENTERLINE Of APPALOOSA COURT RIGHT-OF-WAY 50' RIGHT OF WAY BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLW: 50' 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 OPTIOP 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 N,01.2.02890_045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS -TO -LIE -IN ZON BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 83 AS BEING S89'35'18" E PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ GRAPHIC SCALE 0 15 30 142.79' PC CiTy OF SA F LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE lx PROPOSED ELEVATION PROPOSED DRAINAGE FLOW OCONCRETE 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 PADP8. PLATBOOK PISNGS NA+II RAL GRADE SO. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 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 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 CBW 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 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. ASM42577 DRAWN BY: G: 1ASM4MSM42577.dwq, 919=3 11:00:37 AM T PLAN 9/05/03 SDO FOR THE IrFIRMLLIAM R. M SCATEL .0 JR.If PSM#4 28 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Builder: DR HORTON Address: 30 Pi a- . 3 Permitting Office: City, State:sr tkoq5), :F( Permit Number: Owner: 'D, V_ 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: 42.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (112) 1760 ft' c. N/A 7. Glass area & type a. Clear - single pane 271.0 112 _ 13. Heating systems b. Clear - double pane 16.0 112 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tintiother SHGC - single pane 0.0 ft2 _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1010.0 ft2 _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 270.0 ft2 _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft2 _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: - Q e DATE: 03.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Cod,e. OWNER/AGENT: tl &t ,51 DATE: r't- [ 0 -c73 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. 00p 'TM ST9r pc rrnr n O tr f ov W-E BUILDING OFFICIAL 50LAKS REt- " i1T1. aV DATE: ny (OF A"A" ? Ay EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 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 1760.0 25.78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 1&0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 As -Built Total: 188.0 5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/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 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33355.9 Summer As -Built Points: 39260.3 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 33355.9 0.4266 14229.6 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details FAIDDRESS_-, 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 = Points 18 1760.0 5.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2506.0 As -Built Total: 1280.0 4324.0 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 Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 Under Attic 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 EnergyGauge® 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 1760.0 0.28 -492.8 1760.0 0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9252.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4812.8 0.6274 3019.6 9252.1 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 4060.2 4060.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 f CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941 11921 4060 7871 23852 PASS yp4 THE S741 OA 07 a f COv y EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code. Compliance Checklist I Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residpnr-ps_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 (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House I. DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: Notes: DR HORTON Design Information'` Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 55 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 34257 Btuh Structure 29973 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 34257 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 30344 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 1150 Btuh Ventilation 1250 Btuh Heating Cooling Infiltration 2351 Btuh Area (ft2) 1760 1760 Total latent equip. load 4751 Btuh Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Total equipment load 35095 Btuh Equiv. AVF (cfm) 188 94 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.046 cfm/Btuh 87 % wr1ghtsoft Right -Suite Residerrtial- 5.0.64 RSR26016 2002-Mar-01 10:21:37 tc'.CN E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned iloor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I 3 _ b. N/A Yes _ 1760 ft2 c. N/A 271.0 ft2 _ 13. Heating systems 16.0 ft2 _ a. Electric Heat Pump 0.0 W _ 0.0 ft2 b. N/A R=0.0, 188.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1010.0 ft2 _ R=11.0, 270.0 ft2 b. N/A c. Conservation credits FIR -Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1886.0 W _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ=H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: VkK-, Date: g • 61:51-23 Address of New Home:ZLQ Y- City/FL Zip:5O-ZC> H 3Z :5 Cap: 42.0 kBtu/hr SEER: 12.00 Cap: 42.0 kBtu/hr HSPF: 8.50 Cap: 50.0 gallons EF: 0.86 PT, THE STg N, 0 rrru - COS a tr f COD wF NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarT"designation), 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, coniacl the Department of Community Affairs ai RS0/487-1524. EnergyGauge® (Version: FI,RCSB v3.2) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14080 ft3 x 0.0167 = 188 cfm 2. Winter infiltration load 1.1 x 188 cfm x 32 °F Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window = 20.4 Btuh/ft2 and door area cedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 ft3 x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x 94 cfm x 18 °F Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ft2 and door area l Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 94 cfm = 2351 Btuh rI V\rGVu1C. LA - L_4U I P1I MI IL %.T L1 119 L.VQUA 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 29973 Btuh Sum of ventilation and structure loads = 30963 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30344 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/lb moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. y wrjgh tsoft Right -Suite ResidentialT 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACXCk E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANVAL J: /in to. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wall 188.0 ft 58.0 ft 6.0 ft 5.0 ft 3 Room dimensions 19.0 x 24.0 ft 7.0 x 9.0 ft 6.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool d 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg Clg ft') Htg I Clg ft') Htg CIg I (ft') Htg I Cig 5 Gross a 14B 4.6 2.1 1290 344 0 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 1C 37.0 0 0 0 0 0 0""* 0 0 d 9C 38.7 18 697 0 0 0 0 0 0 e 7L 20.8 16 333 0 0 0 0'"'" 0 0 7 Window3 and North 20.4 4 82 0 0 0 0 0 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 56.9 98 5572 70 4246 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 16 2275 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 b 11 A 18.9 12.7 20 378 255 20 378 255 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 2.1 999 4603 2057 231 1064 476 0 0 0 0 0 0 exposed b 13C 3.2 1.2 270 851 316 120 378 140 30 95 35 40 126 47 walls and c 0.0 0.0 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 1886 3172 4163 572 970 1273 63 107 140 54 92 120 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 01 0 0 0 11 Floors a 22A 25.9 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.4 1 5.7 3251 6621 1862 113 23021 647 181 367 1031 0 01 0 13 Subtotal loss=6+8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 3114 10 °/ 1003 10°/ 99 10 °/ 35 15 Total loss = 13+14 34257 11036 1087 382 16 Int. gains: People @ 300 5 1500 1 300 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 27248 8773 1057 167 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 o/c2725 10% 877 10°/ 106 10% 17 19 Total RSH gain=(17+18)*PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 20 Air required (cfm) 0 1383 0 445 0 54 0 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrBj=- j oft Right -Suite Residential* S.0.64 RSR26016 2002-Mar-014021:37 ACCA Efi12s1DR HORTON 20021174911749nr Page 1 RIGHT-J WORKSHEET Entire House 1 0 DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: rtn La. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 ft 25.0 ft 27.0 ft 3 Room dimensions 11.0 x 13.0 ft 14.0 x 13.0 ft 11.0 x 15.0 ft 18.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat1cool 8.0 ftIheat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft) Htg I Cig ft') Htg I Clg W) Htg I Clg 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 0 0'*" 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 e 7L 20.8 0 0 0 0 0 0 0 0 f 0.0 0 0""' 0 0 0 0 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 72 2837 Cooling E1W 0.0 0 0 0 0 0 0 0 0 SE/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 walls and c 0.0 0.0 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 2.2 143 243 318 182 309 405 165 280 367 234 397 521 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 01 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a I 20.4 5.7 16 326 921 16 326 92 18 367 1031 72 14671 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10°/ 241 10°/ 184 10% 283 10°/ 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People @ 300 0 0 0 0 0 0 2 600 Appl. @ 1200 0 0 0 0 0'*" 0 0 0 17 Subtot RSH gain=7+8..+12+16 1389 1349 1554 4819 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 139 10°/ 135 10°/ 155 10°/ 482 19 Total RSH gain=(17+18)'PLF 1.00 1528 1.00 1484 1.00 1710 1.00 5301 20 Air required (cfm) 0 71 0 68 0 79 0 245 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite Residential TM 5.0.64 RSR26016 2002-Mar-01 10:21:37 C(7,k E:\Files\DR HORTON 2002\1749\1749.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 nnH vuw. u: rm to. 1 Name of room FAIM KIT 2 Length of exposed wall 0.0 ft 33.0 ft 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 fti heat/cool TYPE' OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg ft2) Htg Clg ft) Htg Clg I Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c IC 37.0 0 0'**' 0 0 d 9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 f 0.0 p 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NE/NW 42.5 0 0 56 2206 Cooling E/W 0.0 0 0 0 0 SE/ SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 221 348 456 252 427 561 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 01 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: room b 0.0 0.00 0 0 0 0 0 perimeter c 0.0 0.00 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.00 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 16 326 92 56 1141 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 p Less transfer 0 0 14Ductloss100/ 101 10"/ 545 o/ o/ 15 Total loss = 13+14 1107 5997 16 Int. gains: People @ 300 2 600 0 0 Appl- @ 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 10% 342 10o/ 472 o/ 19 Total RSH gain=(17+18)*PLF 1.00 3766 1.00 5188 20 Air required (cfm) 0 174 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr11g htsoft Right -Suite ResidentialT. 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCKE:\Files\DR HORTON 2002\1 749\1 749.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY n- IM BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a c n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0 b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y s a c y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 wrjghtsQft Right-SuRe Residential'" 5.0.64 RSR26016 2002-Mar-01 10:21:37 gCCA E:1Files\DR HORTON 2002\1749\1749.rsr Page 1 Must have 3' bath duct to roof cap ,,- 1tS"`/fan r 60 I2 12 lwcd y 250 y. -! rT 12 f71 Bx4 Iwcd 10 14xl4 rog 4' if kdF 1 6 lOx6 Iwcd 60 IA' 10x10 rng Iwcd- 165 I/ r 14x8 Iwcd 4' dryer duct r 7 1Ox10 rog 240 to roof cnp 7. 4x14 rag i._ L_ -. .• xx U. x a' 6' a 14x8 Iwcd ri 1 4' ---- -- 215 "'1 3' ba h duct , to roof cap w/fan 8' scale 4/8'=1'0' 1843 p(en 14x8 Iwcd 3.5 ton ./5kw 2240v 1ph 215 platform by bldr nun clearance of 4 Inches A/CPAO 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL handler per the State Energy code. All duct has an r=6 Insulation Rating v oz C)_Ncoo Q el Kl t• ch v rn O S N m (4 o_ > N O (lJ CD C). H ai O CO z Co U lc C11 o i= U) m w > z m EL_1<nmcz) p(LN CAULK BETWEEN ONE BY WOOD CONCRETE OP '000 BUCK & BUCK BY OTHERS MASONRY OPENING MAS*Y. OPENING ( BLICK WIDTH) EMU: D.E.T By OTHER'S BY OTHERS INSTALLATION A14CH6]R ONE By WOOD 3/16- 1)[A. TAPCON CAULK BETWEEN BUCK BY OTHERS WINDOW FLANGE T 0 K BY THERS, TAPCON LOCATION CHARTLWOODsuc1-1/4, M[N. SHIM AS RCO'D. rEMBEDMENT1/4' MAX. SEE NOTES) LOCATIONS:AWJAMBGLAZINGVINYLCALLBUCK [LO—ATIONS IN HEADLAZNGBEAD INSTALLATION ANCHOR (TYP.) SIZE SIZE -'0--- TO SF 41 IF TO 70PSF 30PSF TO 670as7 3/ 16' DIA. TAPCON 8 4 12 To i/a X 25 13 8 8 la t/3 X 37 3/8 6 e BY STUCCO SHIM AS REQ'D- 1 4Id I /a x 49 5/6 OTHERSa 1. . .1 .11. .8 14! to 114 1/4' MAX GLASS X.62 .(SEENOTES) (TYP.)(SEE NOTES) .IS a I/a x PERIMETER -,16 to 1/6 71 CAULK88 BY OTHERS 17 1/9 1 83 6 0 IM2 2 X 2! e A; 251/2 X 37FF 125 1/ H3 AGE FLANGE TYPE '/.a FLANGE TYPE WINDOW FRAME 25 1/2 X 49 !, WINDOW FRAME Ai JAMSIM45251/2 X 55 1/4 -F.Git - CAULKBETWEEN ®rc R IM5 75 1/2 X 62 HEADERWINDOWFLANGEBE PERIMETER WOODHOCKNo 25 1/2 X 71 F. G F. Gr;CrG r K 'H7 25 1/2 X 83 it -GLAZINGCAMRIG' V" CTYP j OTHERS GLASSBYaS30 1/2 25 29 1/2 x 25 TYP,) ( SEE NOTES) V.W. 30 t/2 33 3/d 2,j 1/2 X 37 3/4 IF c WF.GGHI) (WINDOW WIDTH) 30 I/z 50 3/8 29 1/2 X 49 5/a F.c E.H. 30 1/2 . 56 1/4 29 1/2 X 55 1/4 F.0 FCHA 30F.GmjBUCKCAULKBETWEEN2291/2 X 62 6 F.0WOOD BUCK & I/ : ", I B 6 F.G.MU F.G.Hj CAULKBETWEENWINDOWHEIGHT) /2 2 29 /2 X 7t FLANGE L PRECAST SILL MAS'T. OPENING 30 1 2 . a, 19 1/7 X 113 H 6 F.G.J.K F.G.J.K V/ VULKEM 116 ADHESIVE BY OTHERS 4z 36X 25 U F. r CAULK. OR APRV'D. 23 36 X 37 3/4 a SECTIONB-8 24 36 X 42 5/a 8 e F.0 FLANGE TYPE 245 J6 . 55 1/4 e FG F.G.Hj fNDOV FRAME CONCRETE OR 25 36 X 62 F.G.H.1 F.G.Hj PERIMETER MASONRY OPENING 26 36 X 71 F.C.Hj DJU.G.Mj,, NP77136X336F.G.J.K F.G.KJ.J.K CAULKSELLB 1 OTHER Y OTHERS 42 x 26 41 X 25 ti d 47 3C 318 X 37 3/8 F.G F.GNJ 42 50 Wa - F.G F.G:Mj 42 56 1/4 41 X 11 1/. 8 c F.G.H.1 F.GjU 42 . 63 41 X 62 8 F.r.M.1 O.E.F.G.HiBy 42 x 72 41 X 71 8 F.G.M.1 D.Ef.G.Mj 1X83F.G.J.K F.G.'H" f.J.K W.W. 25 5 A.0 A-1* 1. 29 7 x 4FLI, V" IL AZ 3Z 3/5 .7 X 37 3/4 F.G F.GmjECASTSILL7148505/3 .7 x 9 5/3 8 A.0 F.G F.G.Hj BYOTHERSAB C 1- 56 1/4 47 X 5561/4 6 A.0 F.G.H.1 F.G.Mj 17463 .7 X 2 a A,C F.C.M.1 o.E.F.Gmu NOTES; SECTION A—A" .48 7 :7 X 71 8 A.0 F.G.M.1 O.E.F.".1 1) SHIM A$ REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOW*LE 2 7 . 83 SHIM STACK TO BE 1/4". 8 P ir FGJK O.E.FLN I i X I 1 0. E 32 52 I/a X 25 13 A.0 F.c F.0 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 60;53. 33 52 /a x 37 3/8 3 INSTALLATION ANCHOR MUST BE OF SUFFICIENT 'T I// a kc G F.G.Hj LTH- TO ACHIEVE 34 5' I/a X 9 S/ A,C F.G Mj . F.C.H.1 MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 3-5 2 /a X 55 1/48 A.0 F.G.M.1 O.E,FG.H.1 4) USE SILICONIZE0 ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 35 52 1/8 X 62 a A.0F.G.M.1 O.E.F.G.Hj 36 52 1/.- X 71 a A.0 F.C,M.l O.E.FG,H.1 WITHKE3 (3 37 1 52 1/5 X 53 9 A.0 F,G.j.X JAMBS. TO THE SUBSTRATE SILLMUSTBEATTACHEDVULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. b Jcv - 5) USE SILICONIZED ACRYLIC CAULK FOP PERIMETER SEAL AROuNG W.H, EXTERIOROFWINDOWFLANGE. r G 6) IF EXACT WINDOW $IZE IS NOT LISTED 7 j Q- . 37 Sj- Nor AV-JLASLE IN 1000 OP 1500 SERIES. INANCHORCHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR T--.- APPROPR!(-, E DESCN'PRESSURE REREO-O, Izz, 7) GLASS THICKNESS MAY VARYPER THE FEOuir£mENTS Or ASTm 13 E1300 GLASS CHARTS, 8) LETTER CESIGNATIONS ON THE TAPCON LOCATION CH pr jjioi WHERE TAPCONANCHORSAREToBEINSTALLEDWHENUSZGAT- EXTERIOR ELEVATIONASAKEY9) ALL FACTORY APPLIED HOLES NOT 011IGNATED For TAPCON 6) ANCHOR SHOULD BE FILLED WITH 18 SCREW' OF SIJFF,C;E-N-, LTH, TO O%ncF MIN. 5/8 IN,-EMPE0M.pI-. INTO - A 50 APPLIES TO 7-"E FLORIDA Ecl a--A i5oG ;t-:) 2-CC? NJ: - PR COOBUCK. 10) FLORIDA zX TRUDERS 1*GO SINGLE PRINT ALRHUIC Smrjw,,. 7..S SERIES 5; NGLz- HUNG- WHERr 11: N V-znrl.R C'z N!Nr !T VL, ION STR'JCTI A- zwr. BY V, f uz7 i SuFF IC- CLrNG -31 !N. -7 XTERIOR' ALL V1 - ITERNAINCFLORIDAEXTRUIN DERS SANFORDTIONAL., FLORIDA TITLE: INSTALLATIONSGIHUNG1- 1-ANC, 7 ! NDC-,;-- - SEP. 1 -S 1000 , 1 00 2000 DRAWN E3 Y: i APPROVED BY: L' AT -r: ! 10/0 / 0 ! i SC ALE:-N Tl C IDWC-.: FL LEX00 1 -S SHEATHING BY OTHERS AS MTALLATLUN NCHOR SCREW (TY" EXTERIOR FINISH BY OTHERS PERIMETER CNAK BY OTHERS FIN FRAME HEADER EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH-- BY OTHERS i8 INSTALLATION ANCHOR SCREV (TYP.) SHEATHING BY OTHERS 1' MR CAULK BEHIND FIN TvO BY BUILD SHIM AS REO'D. SEE NOTES) DOWN BY OTHERS NOTES ' FIN FRAMs JAMBSHIMASREO'O. 1.) SHIM AS REO-D, ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEE NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO -BE 1/4-. ` - GLAZING (TYP, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - SEE NOTES) V(• KAX 3) USE SIL CONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. p/N SPACE 4) uSE'S4XONIZED ACRYLIC CAULK FOR PERIMETER -SEAL AROUND EXTERIOR OF WINOOW FRAME.•. S).GLASS THICKNESS MAY VARY.PER THE REQUIREMENTS OF ASTIA f13W GLASS FCHARM SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 6) SCREW ANCHORS AT HEAD..S(LL & JAMBS SHOULD BE I8 SCREWS OF SUFFICIENT LTH. TO PROVIDE M(N. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE I8 SCREW ANCHORS-6' FROM CORNERS AND 24" O.C. MAX. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFCENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. - - 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER VANDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES. VINOOV WIDTH 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIAR USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBEMULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D.— SEE NOTES) '/ I' IN. SECTION A -A L IN" -x. SHIM SPACE EXTERIOR ELEVATION T'JD BY FRAMING BY OTHERS CAULK BEWHO FIN _ r,' jib, L• ASITSrs # t 2 2002 wIT I/' Nax. I18 INSTALLATION SHIN SPACE ANCHOR SCREW (TYP) TWO BY FRANING BY OTHERS CAULK BEHIND FIN EXTERIOR FINISH BY OTHERS . PERIMETER CAULK BY OTHERS SECTION B-B w1T EXTERIOR ELEVATION FLORIDA EXTRUDERS ISANORD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY:B B APPROVED BY: DATE:02/14/02SCALE: NTS IDWG.: FLEX0037 ONE BY BUCK BY OTHERS CAULK BETWEEN WINDOW - FLANGE t SHEATHING OTHERS PLYWOOD TYPByorgJBrERs EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOW EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIORFINISH BY OTHERS SHIM AS RED' SEE NOTES) INSTALLATION ANCHOR IO SCREW BUCK WIDTH BUILD .DOWN uCTURE BY OTHERS TO TN AS REO'0. AT EACH WITH LOAD BEARING SHIM. MAX. 7V0 BY FRAMING BYSI( ALSOLLAPPLIES 11)ESHIM INSTALLATION ANCHOR ALLOWABLE SHIM STACK TO BE 1/4-. OTHERS 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8" Min. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIN ASEO-D EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- /10 INSTALLATION ' SCREWS AT HEAD & JAMBS MUSTBEOF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- SEE NOTES) MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. INSTALLATION ANCHORS & SCREWS TO BE •PLACED 6-IN. FROM CORNERS & 24 IN:. O. C. MAX. - .... -.. .: .>.;:_ :,; 4) viNDOv FRAME r; f-• . USE S4ICONIZEO ACRYLIC CAULK BEHIND WINOOw FLANGE AT HEAD. SILL:& JAMBS. JAfIs 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. - :. ;: GLAZING <TrP SHIM 1/4' MAX. SPACE6) GLASS THICKNESS MAY VARY PER THE REOl17REMENTS OF ASTM "El 300 CLASS - CHARTS. SINGLE GLAZING IS SHOWN, -INSULATING GLASS IS ALSO QUALIFIED SEE NOTES) 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER OAD I — 1- 3/8- MIN. EMBEDMENT 1/ 4- MAX. SHIM SPACE, CAULK BETWEEN. TWO BY BUCK- t: COhCRE TE BY OTHERS INSTALLATION AIS MIO; SCREW L WINDOW' TO THE $TR r t v 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER wlNDow SHOWN. THIS PRINT ALSO Y s APPLES TO FLORIDA EXTRUDERS 1750SERIES & 2000 SERIES. COrrCRETE_.'IDt 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT 6 NOT INTENDED TO UMR USE OF 5§ NASOIRr ap; THISPRODUCTTOTHESETwoCONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK OTHERS D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTTERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAM ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIOR FINISH F.I GLAZING ( TYP. SEE MOTES) SHIM AS REO'D SEE NOTES) CAULK BETWEEN - Q WINDOWFLANGEQ LONEBYWOODBUCK CAULK BETWEEN WOOD BUCK t MASCWY OPENING BY OTHERS ASO TE OR SEC T IOP1 A —A BY OTHERS BUCK HEIGHT1/ MAXEXTERIOR ELEVATIOSHIN G t7- 7/<- MXENTRAL FLORIDA B.G.A.F. i n MHEDMENTMANUFACTUREIR NAM: N 1. ONE BY VODD--_ C-- ` BUCK BYGTI.LRS MASTER FUZ ANCI(OPD/lo' DI:. 7A'CDN MY R AEXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD, FLORIDATITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNEP. FIXED WINDOW 1000, 1750, & 2000 SERIES. DRAWN BY: BB APPROVED BY: DATE:02/ 12/02 SCALE:NTS DWG.: FLEX0036 a$ RE"D'D- INSTALLATION ANCHOR ,... —- 1/8DOOR VIDTH /4' MAX.MASHIMSPACE TVD BY VOOD INSTALLATION ANCHOR SHIN SEE AS RE' a8 SCREV. ..I e8 SCREV SHEATHING -MlN. '•"' BT OTHERS_ EMBEDMENT „iV0 Or vOOD By OTHERSCAULKBETVEEN - By- OTHERS - DOOR FLANGE TVO BY VOOD SLIDING GLASS BY OTHERS .. _.. _ .-.. L SHEATHINGDOORFRAME JAMB - . -.' , f - ... _ _ _ .. H K BRYViEN STRIP - SHEATHING- Y jT SLIDING GLAS19 DOOR HOOK ti I $TRIPSHIMA$ REO'D 3/4- MAX (SEE •H TES>-„_.....,-::, .e'..--Xn-..• ' Y SHIN IALL r x' 2 e INSTALi..! aTION ANCHOR Y•' 1-I/ 8" MIN. - :T. - i8 SCREV C EMBEDMENT' Y 1 ti I r Cl r tx t ENT` r TEMPERED-G aSS STUCCO (TYPJ ORSIDING - CAULKBETvEENBY iS LATHINCGE,. THERS y _ F,; . SLIDING GLASS _.. _ _ i r: ,. I 1? Ya;,LJ v`? 4 t DOOR FRAME ; ....... . PERIMETER HEAD i 1 CAULK By - _ OTHERS - SHEATHING SHEATHING BY OTHERS. PERIMETER ... .- '` ._...._.-. - - ... f CAULK BY , - BYOTHERSTEMPEREDGLASSfOTHERS '':STUCCO ( TYPJ ,.: . TEMPERED STUCCO ORSIDING GLASS (TYPJ -- `- ... _ R - -. ' BY OTHERS - R SIDING BYOTHERS ....__-.-SUDIMG LB.:aSS DOOR y -:iiJ ....-:Yia. :...•_ • ' . S .... - - INTERLOCK i L1 DOOR - - -.. ..r _ _.., _ ..,-_,.. _ v 1 t SECTION B- B HEIGHi _ r HOOK7fI F J ETAIL f DOOR 4 .- 1, I U OF - /BE TWO t/OU .T CON TTPEINSTALLATIONANCHORS AL SILL HTST_ 21 : F8 INSTALLATION SCTLVS Must BE or $IFFICI£NT LEnGTN'O ACHIEVE Mist ' NOTFs. CMDEONENT t , Cj' aj IC.Y z SIYFICIENTLENGTH TO ACHL',VE ./N ENBEDMENT OF 1 1/4' UNTO: NAANRT GR CONCRETE. 31 INSTALLATION ANCHORCHARTONBACKOrTHISSHEET :. +t i Y {Aj T'• a1 USE SILICO.IZEDACRYLICCALOD.. K BEHIND DFLAla AT -HEADaJ..3S I x S) VSE SlUC[MIZED ACRYLIC CALKFORPCRINETERk'al ARD1M10 EXTERIOR OFDOOR 6) IF .EXACT DOOR SIZE ISNOTLISTEDINANCHORCHARTUSEANCHOROUAANTITTLISTEDV17HnExi;Tr y SLIDING GLASS / ' LARGER SRC. FOR THEAPPROPRIATEDESIGNPRCSSURSREO'D .A. DOOR FRAME 71 FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE& COWIGURATION;TO FINISHED OENIt4y 3'L-]I h SILL - / B Ti PLACE INSTALLATION ANCHORS. IN FRONT OF MOCK STRIP AS SHCIv 1 81 GLASS THICKNESS HAT VARTPERREOUIRC.ENTS OF AST. C1700 GLASS CHARTS 9H DOOR UNIT IS APPROVED USING TEMPERED GLASS 1. SINGLE GLAZED OR InStAAi1nG GLASS: t Cw -i' o I IN /ANS / SILL CORNERS ARE TO 9£ SEALED VIT. A SMALL JOINT •C— SEALCR. J III SHIM AS RED-D. AT FA SET OF INSTALLATION ANCHORS. Max. AILOVaBIC TRIM $PACK i0 BE 1/x 121 All INSTALLATION ANCHORS .UST BEMADE CORROSION RESISTANT MATE?IAIS. . A -- 13 _ERE x• REPRESENTS MOVING PaM{L AND 4• REPRESENTS FIXED PANEL APPROVED COWIGURATIONS ARE AS LISTED ON ANCHORCHARTOnBACKOFTHISSHEET. EXTERIOR ELEVATION m 14T ALL CONFIGURATIONS LISTED ABOVE ARE S1gV. D. THIS DRAVING. MOVEVER INSTALLATION EMBEDMENT SECTIONS •A -A•- •9-9- L HOJK STRIP DETAIL APPLT TO INSTALLATION OF ALL APPROVED t d 1-1/4' MIN. CONFIGURATIONS. 2 PANEL DOOR $HO VN 2000 SERIES —0 500 TE+:IES. FLORIDA CXTRUDERS I= SERIES SLIDING GLASS DOOR IS S.W. THIS PRINT ALSO APPLIES TO 15, - P.EVI DESCRIPTION (DATE [NIEXTRUDERS LIBERALLY APPLY — 0 CAULKING UF L PI D ANDERINS. INC. SaNFORD- FL. ' OP. SETSILL IN BED --- INSTALLATION. ANCHOR - - - OF,CONCRETE 3116" D:Al TAFCON TITLE: SLIDING, GLASS 'DOOR -- A -A INSTALLATION WITH #S SCREWS SAC i !l!N D°A..WNBY: BB I APPROVED BY: Fc i JZ ' I ' ATE: !2/!7701 SCALE: NTZ IDWC arxX2 Sri I [ I X c .X I/E 1 GC ..y 1 iX c ( /E - 1LGa S.H Tllci I0N' JAM ( YP:) / , i U5 ti i?V 1i l _ __ N i ! N 7 W iLLJ _ T"P,.Li v'.FTG I. T rCrt• h tt 1+;U UO JAM19 TYPJ `, t i `— SSi r5. X 1!0 'Sct l TAc i i Si^S TA%rihG SyS g: vN I:; Ii S iOL C s 7L L I U i~ lyz7Y d 7 i SsA_ANT .$ciVEEH' VI(vGV fLA1.Sa. kH-LION J..,.:_h_ a4 6 Y.kari+ „ tpaFi`r N r i ., p , :'zr-'` : ,:. .. 5E 'X ti S; i'i`, }... o uTAP. IN S S 7AFPIN ShS S£CTIC y J A f C iJt OR EX .tfJl L 1 ti a X c 7/16 X 1/9 i` X 2 7/lE X /E - R7" T118£ Ml_LIOh TUBE: r ItlSTA` 4 i^GG S!t iGG S.H. E '- _ LFJAMS .(TYPJ. S£ALa`+T ii TV' SE Vin ,7V-.FLANGES .. kE aJAA(E MR, _ 7AF. I`k SNS s v a t YJ L(ON :. SECTION A -A (7) c.. ...- i k8 X 1/2 SE X i/c StLF. TAPPING SHSTAPPING SHSM. 7 Q ? R LAST S(L,•'BY OTHERS: S' A a T e£T4crh " A'JXQA.W PLOT SEALANT HETVEiJ+ t . Vu^!"QW fir4 CrS , , yc' X 1 l/2. SELF ffOR A791TIOIiAL-Attr+ VINDOV FLANGES _ _ L FuLLEGN ..._ _ - '..6. d•?',i LiffiI '. ' _- -. .:. TAPPING SMS j ........ i t S.SECTION .,aPPINt, SHS _ 4 '4` COh A z 9 A , 1 , t i-: X< X 1/E .... r 1 X 4 X 3/e 'IFrTL `JTIEtMULLiOP: j ' L i _ S-- fi loco ICCC S.`!.-. /.r C F 6 FLORIDA EXTRUDERS INTERNATIONAL. . oDA xii-.fi .( :/c S= r - '. 1. . /_ 'J L TA?PTNG S1 S v '+ -Y :W S'?S -_,.ur ..- TITLE'`; _P ? vt;U1 ? :iG ! AIVi[sc Ji-!_r_ ! 1 u. . C \ .,_, TICA_ MULL TQ HORIZONTAL Tr,_ c.1 C Jr ?) Furl Lj 7 -r.r-r •. - .:' PV. ?; '•,.: i APPROVED BY: SEALANT 2•T N .. -- CWINalw FLANGES IfMJfla,ti tCG4 ° W /DES vNE SIIf +YRI i b8 X 3/4 SELF TAPPING •cvI,c, _-. _..:.. .:._. SSJrt I :a - t f'ry,RLTr4 G l ryP MJLii^N ^ rt%V _f 0 wUE ltt °=,/D°S_rGNER "f (PF U is!McWHERE 1' X SILL <TY) & Y Q.' TUBE 4 LUJNSC. SU. EO) X 3/4 SELF T, APFINGSMS - r CON nE4 OR N S NRY BY OTs, < _ i` LNSTALLATICN ANOCR i X 2 13 ra3 f / —TIUSE,MULLIONvm rJL Aj,. y" c`. { ,r }r , -; .r;<... .. y .,,r ` - •ram+..=r 1 ir..+..e A.:•7. oa. T• y o .L ',fli. n r' 7 ....... . ; _J • .%"` i% I T< f t _ d-: _ E+a `+-t £. AB X 3%4 Q D Ca . X..;. /,•' ScLF '{ I 1 -.... , . , :. t ,r ra's LO u 2 7Ar., I ? IGGQ S H. ? TAP INu SMS . / ! ?,:. { - CTTF i- - 'Yy ' ` iFFib-<+Y. J t t ' SEAAIv7liTYrJ:' S CTION 'A=ry (i l °` . `._, 3 } 'ECT10N A . i2 , ` - = - - VINIICiWFiArw`ES-.:-:5 :$ tao+ j. `.1J./DcSIrfi'`vc i0u6F.V./DESIGNER SILL CTYP.) I.^Au" F.W./DESIGNER __ SILL <TYPJ t s 1. I . SILL <TYFa #8'X 3/4 SELF: 3 t t } / r k r R£ X SELF SELF dAFFINu S4:$ . TAFFuVG SMS - 1% 1i8 1 X c 7/i5 X 3/a `.TA MIN X a/. SE FFIrG SNS { Ti1 E HJ__IONTUBE MULLION . A/ s F MULLION _. - ...- - ... -' .. ._ TUBE441fl l 7r: L-+ Lrs rvi . C nE E ALANT ' BETWEEN WLN^^ J FLAN, SEALANT BETwci'N v IA _ t s2 Y. 3/4 SELF \ r BL-- A,. J4SELF. - .. S S t TAPPING ., _ .. c : TAPPt 'G S"S ;' : .\` aGJC S.=t • IuAG .h HEAD < TYP.) HEAD <?Yr.) SEALANT BETVEEfv SECTIO? A -A. (3 SE.CTjQN A-,; = Wiry^ uW rLANGES \ ` r8 X 3/ SELF j TAP, 43r SMS fMULLION _ _CNLR I A. _ t 100E ? `. J"uES.•SNER SEALANT r6ET nIh IOt-G P.W.i;/ S' \ 1JSC I t - -._.• rES t St Yo S.i. =VATIC SELL <7YF.) V:vpD'.% Lav - 1 iEA C -.) Ef f 7AFx_ 2/4 +c S.'f[Lr L N'LLi n I I T.F??rnr 4Su;Lr 3 jF:;;TI i\ A —A (1 I VEI 0 FP.•CM EXTER7CR X 4 X I/8 X X i8 I Tlj_.`' `" - I INTERNATIONAL, :INC FLORIDAEXTRUDERSSANFORD, `FLORIDA tTITLE: 1 I , J' 1 `i Jt t i_HfVt E CHr Of t ON S E TIC` u ciT. vrCPC- CLPACi TIES DRAIN BY t' ;'= I APPROVED BY: r: i4- `J.Ii .. .n -_ ..... r• ..ter. - r--r ... j v I r rPiCAL \,jTULL1oN TO CONCRtI 0, JAM_ . ycaLIES TO JAFIE WHERE I X a' M rSR 1 Y<TYt 7 t i t r !. 2 X 4t. USE. MULLIONS A" USED Q. 7AFFIW SN",! CONCRETE OR NA, "-NRY - BY OTHERS y TUBE.kULLION, is h ak3; L f ONE BY WOOD_ BUCR. BT OTHERS I. k Q te x cENN gB Ai, ; I.®MA B. 0. A. F. 1 ANT BcTVEEN. 3/a SELF Y T T C a9 X ?/4 SELF 7 r q pr Tr, 1e7 IDOWFLANGES `1000 S.Y TAlpp G SNS - ^' 1000 SH:-'TAPPING SMS _jv au+A aT1 i': uLLicl+ HEAD < IYPa j ' 4h HEA <T;tP> GdR/DA EX7"1?yDERS SEALANT BETWEEN a ' .SE TION, A —A wwcoWFIANCEESECTIONA—r, f1) _ L mULL1014 1000 F J./DESIGNER S< I auuP W /Dc G +ER : SILL < TYP.) k2 X 3/4 SELF % k9 X !a SELF 1CCC P.V./DESIGNER S" pi A NG SNS .. 1 TAPPING SMS SILL <TYPJ IXc .Z/lfi X 1/8 1 X- c 7J15 X. 3/B TUBE' MULLION TUBE MUV 10\, . - --I F.— 1 1/4M!N. n ai4 SELF EMBEDMENT I CtL'iMtST rpTAPPINGSMS2X a X 3/8 SEALANT BET. VEFK TtstI4ULLIO+ WINDOW FLANGEI _. _ ._..._ L MULLION ZA SEALANT BE I`IDC' V rHANGEE'1 . kc X. G/a SE F rt:.$)e at 0a X G/4.SEL F 1000S. H. TAPP[iNG SMS L5„ --100C SH.. TAFPING SMS LEAD (TYP.) HEAD XTYP.) SEALANT PETV"_ N C _C T Ln J %, , J I A—/+, 4) WINDOW Ft iN"-rS ' : J T JiV L :MULLION SEALANT cALANTETVccN. T0 F JJDcSiGNER'COu Sl'LCTYSELLLTYP.) rt CGVFLANGES6Xti/ 4 SELF MULLION G $N E SE_0TAPPiNIiSMS TAPPINGEMS \ . r X ? X'i/B 3/& ^i0_^S.H• sur _nu •.'ir ETAIL cx INSTAL_' ANCHOR 3/ 15' DIA. TAPCGN SCREV ANCHOR fTY'r.) EXTERNAL M'JLL' u7N INSTALLATIONCLIP MULLION A L ELENAi J. Gi\ VicllED FROM EXTERIOR I U_kt, 1'1liL' ILIti 3.. i r. / I VCE I•IJL_ - iJ EXTRUDERS INTERNATIONAL, INC i r(, FLORIDA SANFORD, FLORIDA TITLE: SE<, i t nCi i inn-'_A.N0 SHr F_T 1 O SECT DROWN BY: tIS^ APPROVED BY n,lTP-; .. TSCALF.: . D'NG.: , i-\i i_Ci I 1 X c X 1!8 , SCC F a X c X 3/E ONE EY: 4t7LG__ bETA I C __ w S10 1? TYP.) TJgr 'A" L117h ? pa{;. C7Y ) TUx V !_LTCV BUCK 0, I-zzs ' \ JAlNE S ri c CJ E IJ PASfACRE -. r ± y 1 1/4MIN. JJJ fMrh7_Q Er j x 3 h-PING SMS - TAPrt rG SM i 4 , ` L r _ b $ 2 _ c t S f i' T t, F ,i taSS t us.:u` T. f 77 C n, AST •k T1'r'MN.--.r.:_'_.•e`Y,-seTr `+%v A Su LA.VB-TVEEkr- R, 3NS pLATI N NDr^.%tE i'! \ .'' ShL .;7e=!•nt• _L. V'iu:-f33Y>: Ft" r' - - _. , :. - ::o-., x. .;.:.. Ce, •a t t:;e: 1'..-_ P . t ti :' - - - - - -_:+: PrF+' x.' I X.,_ Nv -,.....-._:. .. r .3,trT+1?' ilia pSiiS.. .L....'. {_ ;. '. ..;. . i'r s APPI\G_S`1S _ _ T V11 t _ _ ;7. TYPifAL;: Ui1.4Ch;,G ^COfvC•cL-iE :;;iit1J ' t. 5'CTIOPv" A i2i - _ S' SECTIO!\ ":A _A . I __ _ ' _. r HJLLr Sv (A?PL1E :7C3 'HEAD x SiLL":YiHcR :f X 4 2_: X.'Y fU9E>lSULC:OSS he ;LSEC)#a 1'' iC 2/ 715 X 1/i; -- _ _ _ I X 2`:7lib Y 3/6 TUEEHULLONa JAM:3_<TY,?_)r iLGS,H UE tiC7liV jjjJAME LTYFJ ".JAMBB <TYPJ 1IR c Y /2 SELF CINSL4LLATIQ ':ANQ9LR Dl4; TPr^yGN SX1/2 SELF > S 'X 1i2 SELF iS v A TAPPING SMS ' TAP: SMca 3 ILLSCLIP tS n 1,514=m t SEALANT : ET'v,uN2X1-1/2 SELF viuGav Flnn Fs t i:\ /` NI'r SZAIfxVT„' eE7V«N ,., :. 1 "'Sr.4 AtiT iiETV{EN:. TAPPING S4S _.. .... & HUt1SCti r .. -,.?'y - ENact7McN+ i %1 Y} C 1( WINMV FLANu'ES - VIh CV FIAhG S :: -,- . - _ - C4 KILLWN , ,; i MJ i ON ... _ S`CTiC!v F- 7;. - 4 Q s r- xr.. 4ST_--En-L'HERS TAPIhG. SMi TFPPI\ SNS t iE7pll - \ d' 4Xt1 . !7Y' Pt A r ; SECTION A - A (SA SECTION 4—A W Y .,^DR AaG TS3NaL'AN iCk i.ycN S2c4UtR D) 1 iX e X1/! .. iL'iiE Ni.4 11uN Ip . 0. TUBE M i _ _ ; _ j - ULL. to hrt iEE coo SI. 4 j L •-. 'p.yJq JAMS c; YP) 1 JPt 3 Yp.. c X ./ S _ \= G r, v_ S LF I-____—......_ 1E lc- rt0i•1. tX1tF_Crsis a=Ptr:_ s INTERNATIONAIL, INC FLORIDA EXTRUDERS sANFORD, FLORIDA U :TITLE: .' iL! I / _ 0 LANG,E - Ji-!=T I OF C A%=_J \`i— Ni J i c - ri S t OF 2) FOR A\PAi_=T1 Dnp4W`i ,. Y." _ '-PPFOVED BY: t MIAMiOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 MIANT-I-DADE COUNTY. FLORA METRO-DADE FLAGLER BUILDI; BUILDING CODE COMPLIANCE OFFI MrinO-DADE r•I.AGI.r•.R BUILD1 1.10 W1S'r FLAG LER STitrET, SUrIl: 1, MIAMI, FLORIDA 33130.1 305) 375-2901 FAX (305) 375-2 CONTIUCCUtt LICiiNSING 11iC.'rl 305) 375.2527 FAN (30$) 373-: co,i*rttAcfrott t:,rattrr•.au;N'r mvisi 305) 375.2966 VAN (.105) 375-: I'Itot)u(r CONT1101. DIVIS 305)375.24)02 l'AX (305) 3724 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door undcc Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under"the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i+ determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Buildin, Code. The expense of such testing will bc! incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw teoarlguez Chief Product Control Division THiS 1S THE COVERSHEET, SEE ADDITiONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW C0NUMITTEE 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 Nliami-Dade County, Florida under the conditions forth above. APPROVE D: 05/05/200 i X-r- 4-" Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Con)I)ii:)uce O1'tic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : 1UN 0 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 approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NVIE insiving GIazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW7I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preoarec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy 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 approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installed in strict compliance :pit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri( protection systeirl. 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.REQUIRELMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identiried in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.L") Any other documents required by the Building Onieial or the South Florida Building Co. SFBC) in order to properly cvaluatc the install ion of this system. Mann 1 Perez, P.E. Product Co ro Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptance (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 aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically because for terniination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by ft words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OFTHIS ACCEI""ANCI Manu Percz, P.C., Product Contr .scam Produ 'ntrol Division Glazed Units COP-WL•MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 1• X 1 1 2'0" t 1 COP-WL-MA0141-02 I.1 r 02-0419.08 Application Filed) 1j 1 52.0 t. :l NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 111111*11[ t ifill 2'8" + 1'0" MasbrilteInternational:I.i COP-WL-MA0143-02 OCCO 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 1'2" 37 + 17 3'0" + 1'2" XO, OX, OXO j IV' + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO I 1 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 VG" - 3'0" + 1'0" 1'2" + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'f0"+2'10"+2'10" 37 + 3'0" + 3'0" XX, ORO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO i i 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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, slate or local bui'ding codes specify the edition required. Masonite [Wernanonal structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CC0 protocol PA201, 2n2 & PAK1 . O ak aff AR`k EWf111P:xC 1. Ass GNS'itY DC,09 hen.T. Fp tla cn,ryDc Ad, i 29. 2IX12 our co"Onull Droomn of Of X40 un V0'.1CM01 n*1is SRU,C)tio S, deign ]nd O'oducl oA.)IlW111 q to Ch)"dc wdsout noGCe. e.ar„u oir iium Masonite International Corporation COP-WL-MAOI00-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing t X TV COP-WL-MA0161-02 02-0418,03 Application Filed) 55.0 NO 2'6" TV 2'10" 3'0" TV' Not Listed Not Listed t 1 1 2'8" + 1'0" L 2'8" + 17' t-211 X + 17 I 2'10" + 17, 3'G" - t'0°, 3'0" + 17' 1 1 ,1 t 02-0418.03 COP-WL-MA0163-02 (Application Filed) r• 1 1, 1 55.0 NO X0, OX, OXO f 17 + TV + 1'0" COP-WL-MA0164-02 t 02-0418.03 Applicalion Filed) 55.0 NO I t 1'0" + 210" + VT 17' + 2'8" + 17' 1'0" + 2'8" + l'0" 1'0" + To" + 1'0" 1'2" + 2'10" + 17' 1'2" + TO" + 1'2" 2'8" + 2'8" + 2'e" 2`1G"+_'10"+2'1V i 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + TO" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 1 2'8" + 2'8" + 2'8" + TV 2'10" + 2'10" + 210" + 210" 3V + TO" + TO" + 3'0" NotC 1. Cccr a, rangernents using fewer panels than what is shot-rn 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 t0c2tion is determined by ASCE 7 (Minimum design loads for buildings and ocher structures). National, state or local building codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. LJdC 3 Ott R,:, A111110 t.,t„r,.ery rro i 1 A;« F,fAY clo0!es ewo-L,..,.ea Fa"p,. FnvY Cl— Aw420. 2002 n DV\IIIY De..• Ow C(,'Ww,.1p prOpram of pr0ev n)ofovMuvrt Rakes speCificahDns. otsipn ma DrDDuCI Masonite International Corporation. deed a,-tn to chinoe rm wo route COP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing 7X00' Singles 1th) 2'0" will,., COP-WL•MA0146-02 02-0423.01 Application Filed) I• , 40.0 1 NO 2'6" 2'E" 2'10" 3'6" Not listed Not Listed r Xv. DX, 1_1:i0 1 , 2'8" + 1'0" 1 COP-WL-MA0148-02 1• , 02-0423.01 Application Filed) 40.0 NO 2'8" + 117' 2'10" + 1'0" 2'10" + 17 3'0" + 1'2" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I L"0" - 210" + 1'0" 1'2' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" +2'10" + IT 1'2" + 3'0" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2"0" 3 ' + 3'0" + 3'0" I XX, OXXO 2r8" + 2:8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO f 2'6:' + 2'8" 2'10" + 2 10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 10" + 3'0" + 3'0" Notes: 1. Door arrangements us;cg fewer panels thar. what is srtown, in the above chart also comply under the product approvals shown. 2. Assembly de!ai!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. lnsia Cation ins!rcctions are available frwn ;he fd:asonite interVicnal website (www.masonite.com) or from the technical center. Actua: cesien pressure requirement for a speci`!c cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for budings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, (crced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PAM. Oak aft -, AUr!!"1/lA• CV 6nI,,i.r f //j r.••:.„ p.a „r peer. ./VL% Masonite International Cofporation wrI y p(mtl Ne..a•.w•Ji.pe.p.0 E^milpeg.. A 2). 20n_2 r.rc,a.,;,,,orc,;c,etnrocunirr.yo+na[Mmots o.•s,trs Glazed Units COP-WL-MA0100.02 `. FIBERGLASS DOORS 8'0" Height — Outswing 1'Singles;1 X jeffPat rUIP Mi.g1aj 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'1 On TO" Meg r.l• 02-0423.03 Application Filed) 47.0 1. •I NO 3'6" Not Listed Not Listed 1'MultiplesI I 1 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0423.03 210" + 1'2" COP-WL-MA0168-02 (Application Filed) 37 + 1'0" 3'0" + 1'2" 47.0 1 1 NO X0. OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1 `2' 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 117 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'1 On + 2'10" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 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" + 210" + 2'10" + 2'1 On TO" + TO" + TO" +TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oak raff AR EK' FIIIF.MOI..SC FN RY•DOOKS elon-T. dr—g—E."Doors L O"•,t Dee., Dwcon'22 Our Omrtwirp Prod— of prOdutl imprpvemenl makes SpeCiliGtpr,y, deign and prpduCl Masonite International Cor oration P del>Il SVpltn ipClunpe wr1110u1 n.I,Ce. Opaque Units COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Inswing 1 X 1 1 2'0" 1in1731fillpm.1 COP-WL-MA0101-02 1rVINIMM 01-1031.01 1 76.0 1. NO 2'6" 2'8" 2'10" TV TV Not Listed Not Listed 1iliml1 X0, OX, OXO 1 2'8" + 1'0" 1 1 COP-WL-MA0103-02 IT 02-0109.10 Application Fled) r• • 1 55.0 1 1 NO 28"+12 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + IV' 17 + 2'8" + 1'2" 17 + 2'8" + 1'0" 17 + 37 + 1'0" 1'2" + 2'10" + 1'2" 12" + 3'0" + 1'2" 2'6"+2'6"+TV 2'8" + 2'8" + 2'8" 210" + 210" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2,8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 37 + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International 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 byASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O ak$;raff AR k EK'" FI N 11 Nf I. ASS F:NI l' IJOONS T- rl+r4u tm Oeen PlzE,t4w cru.,,;. A 29. 2001Z M aS O n i t e International CorporationConn. -no Dropnm o1 D,odocl "Drol—M makes SPtt11Ql S. d-on -d Drodutl 001.1sooiec1 ID C .0, .00o 1 notice Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing X Singles, 2'0" COP-WL-MA0121-02 II 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not listed 55.0 1. •, NO Masonite1 2'8" + 1'0" 2.8" + 1.2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0123-02 3'0" + 1'0" 3'0" + 1'2" IF114 02-0109.09 Application Filed) X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak xaff AR k EK" FIHF R(:Ir .ASS F.N"IRY•DOORS N T<+w..d Ea,..r... E. D. Au,a 29. 2002 Our Cominuing Drogrann of D,odW YnDnwemtnl makes SPeCHIC2110ns. desgn and MOW deW SuD1eCf 10 ChWQe wi1nON WPM E.t1u.relY I.om rlWYl Or< Masonite International Corporation Opaque Units COP-WL-MA0100.O2 FIBERGLASS DOORS 8'0" Height — Inswing MMITIRMWSinglesI X 2'0" MasoniteI1 COP-WL-MA0106-02 02-0109.08 Application Filed) r• 1 70.0 1. 1 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not listed 1' 1 1 1 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" COP-WL-MA0108-02 37 + 1'0" 3'0" + 1'2" rl' (•RatingImpactRated 02-0109.08 Application Filed) 55.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 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-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" 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. Oak raft AR EKI tua;ul.lruin tortured FtNI:Nf.1.A\.0 FN'1'NY nOONC NonT.v.W Ed«alau En,n Door. 0,u 29. 2002 Our Conlinum0 olobram of Olodutt unor ,rn,n1 makes So,cificat,ons, oes,g. am ,,00,cl oetad SubleCt to change wAhoul nmte. E.n"...rlr f em O..•.." Uoo.. Masonite International Corporation Opaque Units COP-WL-MAOI OO.02 FIBERGLASS DOORS 8'0" Height — Outswing COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NOX 20" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed MultiplesI 2'8" + 1'0" COP-WL-MA0128-02 7., r 02-0109.07 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 37 + 1'2" X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + 37 + 'IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak. _raff JARk EWI. F•,, 'Ir rFt,l e 1"I. RCLTSS r: INY `t)OOS FFe,.T. F-1—E" 0. Apra 29. 2002 Our conunumg program or product imp— ment makes specdications. design and product delad10,10 Ip tllange wiftul notice. Masonite International Corporation X Unit rs• TYP. 1 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. i f 17ITIM, ft, kill Width of door unit plus 1/2" Height of door unit plus 1/4" r SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. f.rrua• v Qom o,...r o•• O -NN0-1AprilMasonite international Cor oration0ConLnymqDroggmofDrOdutfunprovtmenlmakesSDttiLOhOnS, P 0—on and D,odua det>d suoied 10 [Mnoe wilhouf notice. XO or OX ' "' ' Unit 1 SINGLE DOOR WITH 1 SIDELITE 3- s• s• CL TYP. TYP. TYR TYP. A UNIT 8'0" UNIT 15/16' 17-1/8• MAXIMUM ON CENTER TYP. ON E 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location - Rough opening Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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. l /BUY/ V i.../i. -/`%® April z§ MN Mmonite International Corporation Dw C0n1.1" q 01 ur00vo ,„a, >nnncm nines succn¢mau. OeSgn inc ),)CUCI OeUil S001CC110 Change .0001 n0hCE. oxo t lr Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Mill -Trill 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 1 Width of door unit plus 1/2" Height of door unit plus 1/4" 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 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Will lilutirrll tlom PREMO VZ1:/G.1:. April 29 2002 Masonite International Corporation Ow co nn.io o upi n, w moa,.a , vemem no cz zottnamun•. oopn i"c —0.0 OeUd SWpec, 10 cry,pe -1how nw,C, OXXO Unit MIDMI.-MA0005-023 DOUBLE DOOR WITH 2 SIDELITES 6' 3• 6. CL TYP. TYP. TYP TYP. 6' TYP. 6'8' UNIT 8'0• UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. M Fastener Count k kITk 1 1 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 At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and k10 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. PREMDO? boll April 29.2002 Masonite International Corporation Ou' continump p100'am of p,w,o ^wovemem makes speC 12>IronS. Oespn >nU p'00,c1 Oeladsvolecl l0 Change w,Tho,l nol- XX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 o- Exg, 1 i;k 6+ COP•WL•MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 67 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 byASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n nEl 0o 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 RA, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used In the following door style: Eyebrow 5-panel with scroll. Oak raft AR q EKrw..d. ... ..r...,,,<a I IULR(LAS Lr+l M1"UUGHti Non-T.w.W fAer1-1 Envy Donn April 29. 2002 our continuing program or orodutl -* ,ovemem makes 5penbcatgns. des -on and product dead suolm to clnnge without note E Hluvr Hy bom D.. Masonite International Corporation XX COP-WL-MA0142 t Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k EK" wool. l' c <A FIBLXGLANS LN I N1'•Dt11r19 I Nm4T•.Wr.d F.,ra,. Emr, Dro April 29, 2002 Our Contmu,ng program of proouo ,mprovtmtnl makts sptcilications. dcsign andproduct dll7il Sublitt IA chin if without Witt. W,p/' GCi Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 It COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size = 6'0" X 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design isused. 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 beeA 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 on 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: UH n ° [a an 00 00 00 0o as 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This 91055 h'1 Tay yso be used In the Io110win9 door style! Eyebrovi 5-0anel -1h stroll. Oak raff AR k EK" I'111L X l:L A SS LN l'X 1''01) I) Xl rvo..T--df—j—E-wr Donn PRE 001Z6,,ii,7„.„ AD[1119.1001 Mamite International Gerpvrarvn DW Lonlmum; ,'oU'am al WOW imo.ove^R^I .naps sr)-fiC ^s. 011'0^ a"a p aCoU a-1 wbreP K ;'•e»pe ..loom IWI4e. - XO or OX Glazed Inswing Unit . APPROVED DOOR STYLES: 3/4 GLASS: a 00 404 Series APPROVED SIDELITE STYLES: S 129 Series 200 Series 12R. 12L, 23R, 23L, 24R, 24L Series COP-WL•MA0143.02 FIBERGLASS DOORS FULL GLASS: ao - 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series e Afr 5 450 Series 152 Series 149 Series 109 Series 120, 122 Series 3D0 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). 1.,.^f / &—/L35 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK" I ,It. L,:I:,.:\_il Lti"I Nl \I), It,N.\ —U.—F—,.., b—, Do April 29. 2002 Ow Con4nymg otugtam 01 pr0010 m010r nl nakts Si-JoUl—, des,gn and Otodnct atu.i soo,ect to change .Wham nmrte Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: Cr O r A O COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9T x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/ 2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' TInS glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK" om I rUL XI:Ln.\.\ Lry l'X l' .110..1 T..e...d Fp C—(n"0— (J April 29, 2002 Ow come Q o,000m of pi000n ro+o o emem O• F De Masonite International Corporation ma4es spmrKairo z, oes o ago p o0ucr aemi suDreu io chaa.ge _hovt hohce. OXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a777 7 z F 00 00 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: k 129 Series 200 Series 1211, 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'• I IUI N(L•\1l L"IR', .00.S -T..--r—,.0 E.-Dog.. April 29. 2002 Our continuing prooram or product kopro,emem makes soecir¢al,ons. design and product detail subject to change without notice. UY1 Van <r/i<, Masonite international Corporation aW OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: O r. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6Y. 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 resistantrequirements 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: Dtl 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 112 GLASS: 0 0 H H 00 0 ° C 0o 00 Do 00 00 00 105 Series 106, 160 Sefies' 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. Oak raft AR k EK" W .....1. 1:-L-ol-AS.S LN'1'1AV 1300.S r -T. Fr ,,l..,Emrr Dow. PREMv'„(..i..... April 29. 2002 Masonite International Corporation Our C'nl-ng ologlam of pr00u0 01010vemenl maces sDtcdhcalons, deS,On and O,oducl 0elad SuD,c,l to cnan0e wnn.1 npl. OXXO Glazed Inswing Unit COP•WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: on oa 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 0 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. 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 Oak raff AR k EK" E.e..g I—, Doo.• April 29. 2002 Our cono+w.0 D,rg,am of product m0,o —ra snakes sptEd.al—. design and D'odun oelail su0iecl to change withoul nonce. E •ciu,ireiy r,om PREM0;7,.//.,1__ o roe Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: 810" 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 = 67 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: 1/2 GLASS: n 00 404 Series ELM an 0o 822 Series 0 108 Series Oa4, aft PiRIt9 f 1vn(r+((rrlren M so n i o r o r a tInternationalateCp AR k EK" 1'11)LHr:LA.1\ CN1'RV DOORS N T—n,,!r-1—E—, Dowl April 29.2002 0.,coahnuag dlogum or nlodun imdroaemem keSspecakmions, design and ploducl detail SupKct to change without notice. XX I I I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 - 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak- AR k EK' No—T.. u.•.Y ice.fYv E•.u, Doo•. April 29. 2002 Our Continuing v"fam 01 d,oduo mor0YCTen1 makes sof aicawns. design and Dmduct dfradsuoje0 ioCnaNt .dnoui nm-CC f ..IusivelY I,om Masonite International Corporation XO or OX A' :' Glazed Inswing Unit r 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 87. Single Door with 1 Sidelite Maximum unit size = 67 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 lota specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: nn 822 Series 1/2 GLASS: 0 1 1 no 404 Series 108 Series Oak raft AR k EK' .. I r nrr:eel.sc. liv'rRc,nnn.S La„s..e,,.aak.,p... t.or 0oen Apl,l29 2002 Masonite International Corporation OWcpmmuMp DIDOINI DI 01001q eDD,0V 1"t makes specd4T n, desgn and D,Ddecl de"'I 5.ujeo ID taupe .11" l JI•[e. XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 450 Series COP-WL-MA0148.02 810" FIBERGLASS DOORS 0 300 Series 852 Series 810 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 Oak raft AR k EW r 1 re .'.I Gv'Kv `uUOI<S NenTow.N rA.glau Envy Dow. April 29. 2002 Our coalmui- program or orocua nnorovemenl maMcs so-t-wns. design and pmducl pelan S0,10 to change wnnpUl ndl• . f.clurirelY I.om J- rr.mwm yvaml goon Masonite International Corporation COP-WL-MA0149.02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 87. Single Door with 2 Sidelites Maximum unit size - 97 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 orlocal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefl 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: 114 GLASS: 1/2 GLASS: IIIn 00 00 822 Series 0 00 404 Series 108 Series Oakcraft AR k EK" I Iui:k(;LASS E.NI k I `00- S r.w-r.. —F—rp--Envy Dow- CC..'' - r/ILJYIV,n r.v/i. M 0• r o0 ..////C' VC%^%i.'/1!//., VVVV April 29. 2002 0,1 Conlin,- piognm 01 pr0Uuc1 ,rig p t v1 mak(S SOnd,ulpn$. OBgn 3n0 pr00uC1 Masonite International Corporation d,w" s01tt110 cN." wnnoul —.", OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: COP•WL-MA0149.02 810" FIIBERGLASS DOORS ltv 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). U74 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. —License Number 56533 Oak raft AR EK'" F•clu,iretrt.om LId1:NGLASS LNrRY vooKs Nw•T•.u.•EFa».e4. Enur Ooon Apn129,2002 m 0•• Masonite International Corporation Our continuing program of product improvement makes soecitrcations. design and product detail subject to change without notice. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: g 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =12'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is 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: oa 00 822 Series 1/2 GLASS: n 00 404 Series Oak raft ARkEWr-11fLN<L.\ti\ LN YN I'AU<)t)N.1 NonTe.uuM FW.NvEnvy Doo.. April 29, 2002 Our Conrvnvmq Dr00farrr 0t Dr0d.a m0r-enl maMES SDetiftaKpni. de"gn and D,W.C1 CCU SUDIeC110 Change wi1hour roi,ce. 0 108 Series E.Ct f:vely from Masonite International Corporation WP-WL-MA0150-02l0 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 777 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior.door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft; AR 1 EK" 1-IIfLNC:L.k\\ Lf1'1'Nl" nnnNti T-1—EA gU. E—y D. M r In br( V G/,r/i. Or., Ap`d29. 2002 Our e1opram of P1.0.0 -P--n, makes des.pn and plod.cl Masonite International Corporation deal S.bjIV 10 CN,ig, w 1h0u1 ni1,- 9 XX 1 ' ' I r Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'011 is WS". Double Door Maximum unit size = 6T x 6'8" Design Pressure 55.0/-55.0 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: 00 00 ao 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0o 00 00 0o 00 00 105 Series 106. 160 Series- 129 Series- 12 RA.. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakcraff AR O EW a rom 1 `I II I:NI:L r\.\\ L:I'N\' 1)I)oN\ Nor Te. rv.M fAerciau Envr Doors f1 1A. 6 April 29. 2002 Ow conenwng prog.am of prod,<t -n—ement makes 0p 0-1,ons. design and produce M d 50 n 11 ¢ International C o rp o ra t i o n deu.i sw ecl to mange wtnoot notae XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4GLASS: FULL GLASS: 404 Series woSeries | 109*ries 1*/20. 122 152wries 149 Series 300mries e"es CERTIFIED TEST REPORTS: CTLA-805YV-2 Certifying Engineer and License Number: Ramesh Patel, PE12O224 Unit Tested ioAccordance with Miami -Dade 8CCUPA2O2 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 inurigid plastic lip |itosurround. Frame constructed o(wood with ooextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: ACCORDANCE WITH TESTED IN COMPANY NAME CITY. STATE knowledge To the bestofmydabilitythe h ide-8i U exterior door unit conforms to the requirements ofthe 200 Florida Building Code, Chapter 17( Structural Tests and Inspections). EX3 State ofFlorida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 29. 2002 Our °°W~°~~°w=~ W Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP•WL-MA0167.02 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site = 6'0" x 8'0" Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stateor WA 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: on 00 822 Series 1/2 GLASS: n 00 404 Series O akcraff AR k EWr•r1Mra f<n <•1 VID—GLASS LN"rkY VOOKS 1—J..wr.A rpe,—En Door April 29, 2002 our con,o Prog— or proo.o nrprOrCnlCnl -k,S SP-t,--. no Dr000cl deW SubleCt to change wtinow nonce . El 108 Series r,, E.<lusrrtly IrOm 0 Masonite International Corporation 3/4" X 1-1/2" X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT / OF THE DOOR. - / 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS. — OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5" 1/4" X 1/2" LONG 16GA GALV. STEELFOR16' X 7' USE CARRIAGE BOLT &NUT TOP BRACKET WITH OPTIONAL SSB GLASS LIGHTS CENTER STILES 1/4" X 3/4" 14GA. ROLLER (5 COLUMNS) ALTERNATE CONSTRUCTION HEX HEAD SELF 2aor HOLDER WITH CENTER HINGES USING (2) STRUTS DRILLING SCREWTT 11 2 FASTENERS. 5 STRUTS (3 COLUMNS) 3" 18GA WIDE 1/4"X 3/4" LONG HEX HEAD SELF (SEE DETAIL A) DRILLING SCREWS. D ETAI L D (2 PER VERTICAL STILE) 016' X T DOOR T 2" 16 GAGE GALV. STEEL 2" ROLLER WITH 7/16" DIA. LONG STEM. B B VERTICAL TRACK BOLTED TIRE STEEL 10 BALL If 71 11 TRACK BRACKETS WITH 8' AND 9' WIDE DOORS1BOLTS. X 5/8" TRACK 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALLK SEE DETAIL C A 4"X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 63" (16' X T) 4 GAGE GALV. STEEL END (4) REQ'D. USING (2) STRUTS. INGE ATTACHED WITH (4) OR (( OPTIONAL SSB GLASS LIGHTSTI5) SCREWS. SEE DETAIL C. 120 SQ. IN. MIN. STRUTSTOTALOPENAREA) 4 A OPTIONAL. , 1 , ,1i7 H =--,l 42"(16' X 7') 54"(9' X 7') 6' X 7' x 7') 20 GAGE END STILES - FASTENED WITH TOG-L-LOGS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) 18 GAGE GALV. STEEL CENTER HINGE-J `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8'-0" 7'-0" 32.8 37.4 49.2 56.1 9'-0" 1 7'-0" 29.1 1 -33.3 43.7 49.9 16'-0" 1 7'-0" 1 +23.6 1 -26.3 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735- 19-1/2", 21"OR 24" HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2' r GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 4"X 16" AIR VENTS 2) REQ'D. 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ---- 9. _ GAGE END CAP (SINGLE CAR) 20 GAGE END STILES 2" 1-3/8" POLYSTYRENE INSULATION © 00OPTIONALFORMOD. 724 AND 730 Oe 13 GAGE GALV. STEEL BOTTOM BRACKET O tATTACHEDWITH2FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. L.H. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A —A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF H DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED, TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOF HEIGHT, ROOF PITCH > 10•, 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. .THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. INGE LOCK Vi 7' CENTER STILES & CENTER HINGES (1 COLUMN) I -- 1.25" 1 2.75" --, DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT P.O. BOX 13858 MAUMELLE, AR. 7 v 7 V'V L1 1LJ/J0R j3()0R 72113 501) 562-187: MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD FOR SBC RESIDENTIAL STEEL DOOR 100 01507. MPH, FBCTOLERANCE 120 MPH EXPOSURE "B" DEC. t .015DEC. .015 NEXT LEVEL DATE: DWG. NO. ANG. t r• 9/14/94 99_B-033DRN. BYSCALEPLOTSCALE NONE 1=1 GDR SHEET 1 OF 3 I 13 GAGE MIN. GALV. STEEL 1/4" X 1/2- LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16 FASTENERSFASTENERS16GA-1 GALV. STEELFASTENTOWOODJAMBWITH ON 9'X8'.- 5/16" X 1-1/2- LAG SCREWS. 6 D TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4" X 3/4' FOR OP B & 18'X8' 16GA 16'X8') HEX HEAD SELF SEE TOP BRACKET 13GA 18'X7', DRILUNG SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'X8') , 6' X 8' & 10' X 8' DOOR SELF DRILLING 63" (18' X 7') 72" (18' X 8) 72" (16' X 8' 72" (10' X 8') 54" 18 X 7' 63' 88' X 8') 63 (9; X 8') OPENING HEIGHT NOT OVER 42" (18' X 48- (18- XjDOOR48" (16' X HEIGHT) 48" (10' X 33" (18' X 7) 39" (18' X 8') 39" (9' X 8') 21" 18' X 7' 24" 18' X 8' 24" (16' X 8') 24" (10' X 8') 15- X7') X 8') 5" 9' X 8' 3 BRACKETS 16' X 8' ((4 BRACKETS 10 X 8' (4 BRACKETS 18' X 7' (7 BRACKETS 3 18' X 8' (7 BRACKETS)) 20 GAGE END STILES - FASTENED WITH TAP-1-LOCS TO PAN 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735--x 2 ROLLER WITH 7/16 SCREWS THROUGh DIA. LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL. LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16 X8, 18'X7' LH. WITH 7/16" DUI. 18'X8'. LONG STEM. RAILS 8STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE: STEEL 1v bALL. g' X 8': 10'X 8' 20CA END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16' DUI. SHORT STEM. 18' X 7' & 18' X B': 13GA. END CAP & RIVETS. 14GAGEGALV. STEEL END HINGE ATTACHED RAIL WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 16' X8' & 18'X8' POP RIVET TOP AND 19- 1/2", 21 BOTTOM OF ENDCAP OR 24" HIGH TO END STILE PANEL GALV. AND PRE- 2" GALVANIZED STEEL STRUT. PAINTEDSTEELATTACHEDWITH1/4" X 3/4" 26GA. ALL LONG HEX HEAD SELF MODELS EXCEPT DRILLING SCREWS. 24 GA MODEL Sn 2 PER VERTICAL STILE) 3 P USEENDCAPOVERENDSTILES. OLYSTYRENE 1-INSUL8ATION OPTIONAL SEEDETAILC) FOR MOD. 724 & 730. 13GA. GALV. STEEL 1 BOTTOM BRACKET L ATTACHED WITH 3 2^ FASTENERS (16'XB'). 4 FASTENERS (18 X7 18' X8'). SECTION B-B 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER7HINGE AND (1O'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20GAGEGALV. STEEL CENTER ATTACHED WITH TOG-L-LOC OR POP RIVETS -.1 1.25" TO PANELS. I 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT I POSITIVE I NEGATIVE POSITIVE I NEGATIVE 9'- 0" 8'-0. 25.5 29.1 38.2 43.7 10'- 0" 8'-0" 33.0 36.9 49.6 55.3 16'- 0" 8'-0' 24.3 27.3 36.6 41.1 18'- 0" 8'-0" 27.3 30.7 41.0 46.0 18'- 0* 7'-0" 27.3 30.7 41.0 46.0 20 GAGE END STILES 09 DETAIL C OPTIONAL SSB GLASS UGH1 3- 20GA WIDE SEE DETAIL A) 4" X 16" AIR VENTS t 2) REQ'D. B 60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILES & HINGES ( 1 COLUb 3 1 DETAIL A 3 18GA WIDE STRUT WILLIAM T. LINDEMANN -P). ` DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATEb TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', 30' ROOF HEIGHT, ROOF PITCH > 10. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural EnglrTeer, 1140 Anderson Street Clermont, FL 34711 352) 242 - 0100 6 STRUTS 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL B SEE DETAIL C- 4" X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNA CONSTRUCTION USING ( 2) STRUTS./• SINGLE CAR) OPTIONAL SSB GLASS 18' ( DOUBLE CAR) 4" X 16" AIR VENTS 4) REQ'D. OPTIONAL. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS-k 16' ( DOUBLE CAR) OPTIONAL SSB GLASS 3" 18GA WIDE SEE DETAIL A) 4" X 16" AIR VENTS I B 8' (2) REQ'D. B 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL LOCK NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS & NUTS OR 1/ 4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. G 2422 F 2413 E 2137 D 1724 B 1549 A 1449 GLAZING DOES NOT SATISFY IMPACT 1366 NOTEDEBRIS REQUIREMENTS IN FBC I REV. E.C.N. 3/ 5/02 'KDD 1/ 25/02 B CENTER STILE (7) COLUMNS CE NTERHINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS. 8' B CENTER STILES ( COLUMNS CENTER HINGES ) COLUMNS ALTEF2NAT CONSTRUCTION USING ( 2 STRUTS. B g• CENTER STILES & C?T (SINGLE CAI2) HINGES ( 1 COLUMN) OPTIONAL LOCK) P. O. BOX 13858 7MAUMELLE, AR. 1YV-1LL DE;0R J)MR 72113 1(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8. s WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 01507. MPH, FBC 9-8- 95) (d1;6.,A-) NEXT LEVEL DATE: DWG. NO. 11-01- 94 SCATES 9/14/94 99-B-033 DATE APPROV. NONE PLOT KALE DR GDR SHEET 2 OF 3 OPENING HEIGHT NOT OVER DOOR HEIGHT) 5" 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2" LAG SCREWS. 2' GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE16GA. (1X8') 1/ 4" X 3/4" 13GA18 'X8' HEX HEAD SELF DRILLING SCREW DETAIL D 72' (18' X B') 72' (16' X 8' 72" (10' X 8') 63 18' X 8') 63' 9' X 8') 48' (18' X 8') 48' (16' X 8') 48" (10' X B') 39" (18' X 8') 39' (9' X 8') 24 18 X 8' 24'f16' X8'3 T24'(10'X8') 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL7735-\ c 1s L 19- 1/2'1 21"- OR 24' HIGH PANEL GALV. AND PRE- 16' X 8' 4 BRACKETS) PAINTED STEEL 10' X8' 4 BRACKETS3 18' X B' 7 BRACKETS) 26 GA ALL MODELS EXCEPT r 20 GAGE END STILES -FASTENED 24 GA. MODEL I WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. 750 SEE DETAIL C) T2' 13 GAGE GALV. STEEL TOP USE FOUR FASTENERS BRACKET WITH10GAGEROLLERHOLDER. NOTE THAT ROLLER ON 9'X8'. HOLDER IS TURNED DOWN. NOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. O t0 STRUTS 3" 18G WWIDE SEE .DETAIL A) B USE TWO EXTRA 16' X 8' & 10' X 8' DOOR SELF DRILLING LOCK OPTIONAL 2' ROLLER WITH 7/16' SCREWS THROUGH 00 DIA. LONG STEM. TOP AND BOTTOM USE ONE EXTRA SEE DETAIL C TIRE: STEEL10BALLLEAFOFHINGESELFDRILLING18' X8' DOOR 2' HURRICANE ROLLER AND END STILE ON 16' X8 AND L.H. SCREW THROUGH WITH 7/ 16' DIA. IBX8'. TOP LEAF OF HINGE ON 10'X8'. LONG STEM. TIRE: STEEL 10 BALL g' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'XS' 2' ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16' DIA. SHORT STEM. 18' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 20 GAGE END STILES 8 STRUTS 3' 1BGA WIDE SEE DETAIL A) kTA"- LOCKOPTIONAI_ SEE DETAIL C- D 16' XB' & 18'X8' 4•X 16" AIR VENTS POP RIVET TOP AND 4) O'D BOTTOM OFENDCAPIN. MIN. TO END STILE TOTAL OPEN AREA) OPTIONAL 2• GALVANIZED STEEL STRUT. ATTACHED WITH t/4' X 3/4" OPTIONAL 558 GLASS LIO ALTERNA CONSTRUCTION usING (7STRUTS. LONG HEX HEAD SELF DRILLING SCREWS. 11 (2 PER VERTICAL STILE) ti 1-3/ 8' POLYSTYRENEINSULATIO 5 FOR MOD. 724n&N730. © 13GA GALV. STEEL SEE DETAiWLDA) B 4'X 16" AIR VENTS B r BOTTOM BRACKET 2) REO'D. ATTACHED WITH360SO. IN. MIN. FASTENERS (16'X8'). TOTAL OPEN AREA) 4 FASTENERS 18 XB ).. OPTIONAL 2 FASTENERS 9'XS') AND (10' XB'). 18 GAGE GALV. STEEL CENTER HINGE 1-y I Ivly o-D %.J ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS -I -- 1.25" TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S. F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0' 8'-0" 25.5 29.1 38.2 10'-0' 8'-0' 33.0 36.9 49.6 55.3 16'-0" B'-O" 24.3 27.3 36.6 18'-0' 8'-0" 27.3 30.7 41l CENTER STILES & CESMGLE CAR) HINGES (1 COLUMN) OPTONAL OPTIONAL SSB GLASS NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'- 20 X 5/8' HEX BOLTS & NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. l 2. 75• ' 007e 0 U' G 2422 3/5/02 KDD DETAIL A F 2413 1 /25/02 3' 18GA WIDE STRUT WILLI:AM T. 3' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED'TO WITHSTAND THE PRESSURES Consulting SfrUCiGI21 Egg A¢e! LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Ai,.''ieISOA Street PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © Clermcm.1, FL 34711= `: 30' ROOFHEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. ` 352) 242 0100 , AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES NOT GIVEN THESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © DEBRIS REQUIREMENTS IN FBC INCREASE IMPACTINCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 9-8-95) 1366 1 1-01-94 REV. E. C.N. DATE 4'X 16' AIR VENTS 1B' (DOUBLE CAR) 4) REO' D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. OPTIONAL SSB CLASS LIGHTS B CENTER STILE ( 7)) COLUMNS CENTER HINGES ( 5) CDWMNS 16' (DOUBLE CAR) OPTIONAL SSB GLASS 4'X 16' AIR VENTS 2) REQ' D. 60 SO. IN. MIN. TOTAL OPEN AREA) ALTERIUTE CONSTRUCTION USING (2) STRUIS7 , B MuEs COLUMNS HINGES COLUMNS tall(M a' CENTER STILES & C M/ (SINGLE CAR) HINGES (1 COLUMN)— 0Fr)ON1LL LOCI( P.O. BOX 13858 T ro 1 MAUMELLE, AR. V 1LL JL1iLJOR DO®Fk 72113 501) 562- 1872 MODELS: 724, 426, 730, 735, 7-50, 550 DWG. WAS PART NAME: G 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOORO FOR SBC 100 0150% MPH, FBC NEXT LEVEL DATE: DWG. NO. ATES) 9/ 1. BY 99- B- 033 PROV. NONE PLOT KALE DR GDR SHEET 3 OF 3