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HomeMy WebLinkAbout307 Appaloosa Ct - BR03-002745 - SFRPERMIT ADD NZG w, ADDRESS 19:to] `1:6Z Liu um e • PROPERTY OWNER UP017 f.Y. PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t7 C1 ftSUBDIVISION„ PERMIT # bs 0 on45 DATE 104;9 PERMIT DESCRIPTION ' C:::Xg? PERMIT VALUATION SWISS SQUARE FOOTAGE Oqss 5-06-203 7:09At4 FROM ra -.:d ;•-1r.,tvty ...rrt.Ve..r; •v,,.,.n-WV1'„..,..••:?.,r. :.......:....,,,., CrrV OF SANFORD PERMIT APPLICATION Permit#: Data: itoGs C j Job Address: i L-v cscriptloa of Work: , T l a,"Itw-1-1 Nbtt c pl+te'lctt Zaini,nig: Value of Work: S P,'gMll•Txpel. Building,_ _w, Elcvnical ' Mechanical Plumbing Fim SprinWed^larm Pool _. Chan re of Service Temporay Pole _ flee{ric>aC New Service - It of AMPS 200 Addition/Allertuion Duct (,gYOul &Enemy Calc. Reyulrcd) Mechanical: Residential! Non•Residoittial Replacement New i Plumbing/ New Commercial; !F of Fixtures # of Water t$ Sewer Lines q of Gas Lines PlumbinF/IVew Residential: k of Water Closets,_ Plumbing Repair- Residential or Comrnercidl Occupancy Type: Residential Commercial Industrial Total Square >:ootage; — - Con structlon Type; p of Stories: to of Dwelling Unih: ['food Zone: (FESSA form required for olnrr Ina^ Parcel M: 0.ncra 1' L- W ContractorNamc6tAddreu: C- z Lake - Contact L 3 Z State License Numhcr / 7 Pnc.0 Fax Person: ho Da Bonding Cnmpany:-- Address: _ Ylorlgage Lend— Address:-- Archil"VEngineer'. Application is hereby made to obtain a permit tu do the work snd ins uIla(ions as indicated. I certify that no work or inswllAnon has corunenctd prto: to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsoroltlawsregulatingconstructioninthisjurixircoon. I undcrsanu thus , scpurat: permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, H! ATE)ZS, TANKS. end AIR CONDITIONERS, ctu. 0W1JE-R'S AFFIDAV IT: I certify that all orthe foregoing information i+ accurate and that all wt" will be done in comp)iance wit all apple able taus ngLllnn construction and zoning. WARNfNG TO 0 x'N6R: YOUR FAILURE TO RECORD A NOTICE COMCONSULT WITH OUR LENDER OK A.l' i ' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU NTEND TO OBTAINFINANCING,CO. ATTORNEY BEFORe REC oRDRdOYOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thin permit. theff may he additional restrictions applicable to this {noperry Out may be found in Inc pu'ollc rctorus c! thiscounty, and there may be addiritmal permits rquirod from other governmental cnntica such as water rnun02"At d'$MCtc, lute 4cncles. or rcocral gcnc icy. Acceptant c of permit Is vcritication that I will notify the owner of the property of the regwrcmcnta of h rida Len la w, F\ 71J. Signature of Ownt:v1ASenl Date Wu signaturtiofConnctov.4pc 1( Print Owner/Agent's Name Print Ctm/('rsC(or/Agent'.a Name Signature of NWary•Sl te nr Flnnda Halo Cignxure of t" ""y tc of f IO"LL Ju.c iwncr/ n.gcnti.t....._ Pcliunauy Knnwn u/ Md tar t,'unlractnr/Agent Ib I `'nrna ly Known w ,tilt ProduccA ll) .... -- YrudUced 117 API' LIl'A1'IO\' AVI'I<0V(•,1) IIy: II1dI;: II11 (i:ll /i Iiall:) II..Il'a, i nn,, Etcl• peet: 11 l oodilinn:: -- Marie A, Zettlemoy, 2` YPUB<': Commission 4DD22138t, Expires: Jul 15, 2007 Bonded Th- Atlantic Bonding Co.. Inc CITY OF SANFORD PERMIT APPLICATION Permit # . D Job Address: C Description of Work: a 3o - o3 Historic District: Zoning: Value of Work• $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporbt y Pole RAG Mechanism'. Residential e"" Non -Residential Replacement New. (Duct Layout & Energy Ca1E. Required) Plumbing/ New Commercial: # of Fixtures # ofWater & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, f'c t: afcfycr fftan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &" Address: License N Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: 0 158 3oa Application is hereby trade to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating 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/ n complian with all applicable, 1a>,ws mg,&- ring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO' CEMENT Y RESULT IN Y011T I'AYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, NSULT W YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' /% NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personalh_ no n to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: rn pplica a to ' ro rty that y be and in the public records of such wat emen istricts, s e agencies, or fcdera agencies. rrem a Lien Law, FS 713 Signature of Cona-actor/Agent Date RQ13e- -t G . 00-1\0 P nt Contractor Agent's Name PA Signature of No_-State of FloridaT.-M-.—:. --->- i at•--_M_----.-:Y___._,.__ Contractor/Age-::S _ Personally Knovai to Me or' Produces : J - ...- _ :.... ------ initial & Date) Initial & Date) (hHnal & Date, 10-03-203 9:52AM FROM I CITY OF S,ANFORD PERMIT APPLICATION Permit # : Job Address: Description of Work:Ltll Historic District: Zoning: Value of Work: S V'o7-2c qq Permit Type: Building Electrical 1 Meoh&' e, al Plumbing Fire Sprin1der/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commemial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otber Rhan X) Parcel I: — X7. Attach Proof of Ownership & Legal Deserip ors Owner' Name & Address: , Phone: 3a D Contractor Name & Address: Ala e' C"i: c4</ State LicenseNumher: - Phone & Faz: " - O -td o nfifict Person: _ eiyN•1 Phone: Bonding Company: Address: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrvctzoninthisjurisdiction, I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BO(LERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. WN 'S AFFIDAVIT: I certify thar all of the foregoing information is accurate and that all work will be done in complianca with all applicahic Nw.ti rcr;uladngConstructionandtoning. WARNING TO OWNER' YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT I YOUR I'AVIN(; 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. QJ(Zg: In addition to the requiremenre of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other govcrnmeatal entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is Yerification that I will notify the owner of the property of the rnquircments of Florida Lien Law, FS 713. Signature. ufOwner/ARenr Print Owncr/Agent's N;+mc Date Signature of, rotary -State of IInrida Datc Owner/Agent is —NP rsonally Known to Me or Produced IU APPLICATION APPROVED BY: Bldg: Special Conditions: Sicn;,turc of Contrac l;e(It ale Print <: actor/Agent's Name na(.UrC 0 dry -$late of Flurt ate Bonn Contractor/Agent is _JG''ursonally Known to Me o, mission DOZ01d61 Produced ID T y or n Expires May 17 2007 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Dute) (Initial tic Date) CITY OF SANFORD PERMIT APPLICATION cPermit # Job Address: nn - 10 o Ile Description of Work: ZIIZ Date: I Z)l rOk 0 7 Historic District: Zoning: Value of Work: S / 3 1CPermitType: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — It of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non-Rcsidcntial Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures It of Water & Sewer Lines N of Gas Lines Plumbing/New Residential: # of Water Closets Z— Plumbing Repair— Rcsidcntial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: it of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel /!: Attach Proof of Ownership & Legal Description) Owners Name & Address: o ^ Phone: pp pp t-LUMBING, INC. Contractor. N'r v'& rc7NT E)e2:7tSOX`2vvc i M11FDO FLORInA 32762-0027 State License Number. Phone & Fax: (407) 366-3994 Contact Person: Gr F PhADVANTAGE PLUMBING, INC. Bonding Company: P.O. BOX 620027 ME t 62-0027Address: 007) 366 3994 Mortgage Lcndcr: Address: Architect/Engincer: 1'11011c: Address: Fax: Application ishereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating 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'SAFFIDAVIT: 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 dis icts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirement of on Law, FS 713. r' SignatureofOwncr/Agent Date Signature of C/o+ntracitor/Agent _ Print Owncr/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Ot* P01110 State of Florida Owncr/Agcnt is _Personally Known to Mc or Contractor/Agent rs PcrsoMv 66MMio6po feb 1 2008 IroduccdIDI'roduccd ID M r st t N 258139 APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Utilities: FD: initial & Date) (Initial & Date) (Initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E 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 I —d BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. XXXX APPALOOSA COURT Company NAIC Number DRIVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 121, 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 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER _T-B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 1 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 68. FLOOD ZONE(S) Zone AQ use depth of flocdirg) 1202940045 E 4/17195 4/17/95 A 24.6 B10. Indicate the sourced the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 611. Indicate the elevation datum used forthe 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 constructionof the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, ARIA1-A30, ARIAH, 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 datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments , Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top 61 bottom fioor (including basement or enclosure) ' 28. 6 fL(m)ca o b) Top of next higher floor N/A. ft.(m) a o c) Bottom of lowesthorizontal structural member (Vzonesonly) NIA. ft.(m) ( D o d) Attached garage (topof slab) N/A. ft,(m) o ( 4 o e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) N/A. ft.(m) E . o 0 Lowest adjacent (finished) grade (LAG) N/A. fL(m) Z.2) t 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 permanent openings (flood vents) in C3.h 0 sq. in. (sq. crn) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION r„ This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. ci l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 t TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTFiSTI PATE.1 11A ORLANDO FL 32803 SIGH DATE 9/25/03 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. Suila, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX APPALOOSA COURT CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL, Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZoneAO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificateis intended foruse as supporting information for a LOMA orLOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich thiscertificate 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 orelevated 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 ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) aboveor below (check one) the highest adjacent grade. (Use natural grade, K 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 owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) orZone AO must sign here. The statements in Sections A, B, C, and Eare 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 official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable liem(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER G5. DATE PERMIT ISSUED 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 Check here if attachments EMA Form 81-31, January 2003 Replaces all previous editions Itill itIts 1111111all 1111111111ItIII IIIII uIII liIII l[III itill THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY I3K 05052 PG 1525 CLERK' S # 2003181213 RECORDED 10/08/2003 10:54:02 AM RECORDING FEES 6.00 RECORI)ED 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 followinginformationisprovidedintheNoticeofCommencement. Description of propertyy: Lot(s) 95, 107, 108, 109, and 121 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: 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 inSection 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: ( the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, C. 0 by: RobeRobe4 A. Lawsbn, istant Secretary Corporate Seal) STATEOF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this D l day of ( ,J ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a o t e corporation. He/She is personally ]mown to me. NotaryPublic, State and County Aforesaid 4gnature OFFICI RYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSIONNO. DD13433oMYCOMMISSIONEXP. ULY 26006C®nNotarySeal91RYANNENopsF XERK OF CIRCUIT COURT Ztt4e,Tye, Ip® J CITY OF SANFORD PERMIT APPLICATION i `• -_ , ,,. 1 _ ._ -- Permit # : Date: Job Address-, Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc., Required) F. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _V/ Commercial Industrial Total Square Footage: y SS Construction Type: awkkl# of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address:1 11 Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Attach Proof of Ownership & Legal Description) 1 Ot-t-1 32$72. State License Number: 5,66 ontact Person: % Phone#CV56-1 9— QL Architect/Engineer: A, _ Phone: Acri f4 Address.4al I ke , , lf'tC-lC7d t— r 5-7 l Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws 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. OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance f pe is verifica on that I will notify the owner of the property of the requi7' is; Florida Lien 13. Signature of OwnerF gent Date Si tlat tre of Contractor/Agent Date Print ent'sName " Stgnature of Notat•t-S-t—eiimei Produced 01 PATRICIA COULTON NOTARY PUBLIC SPATE OF FLORIDA APPLICATION APPROVED BY: Bld9E2-28-°: "Zoning: Utilities: Initia & Date) (initial & Date) Special Conditions: C7 A FD: Initial & Date) (ln+tiai & Date) r ^ s t (F:/ CITY OF SANFORD P.O. 'Box 2847 SANFORD, FL 32772 PHONE' la (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUN'l (DULL NAA4E) N AM] .,. SERVICE: ADDRESS axi y4i:^f'h I-AX /r (407) 328-7367 M.All-ING A.UDRESS,Z_-Q,,j--tr y _ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCEC) exit, COMMERCIAL C..ou _ W0 R K i SOCIAL SECURITY# VQ-(l, HOME# (\)-R OWNER OF PROPERTY_ D,VZ I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDEIPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDATTHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFINTHEHOMEBEF(RF TNF Rvi is cam, _ _ I•1 PAYME SIGNED-, DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $' OTHER FEES $ TOTAL $ OP SERVIC CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR (.SATE I hearby name and a Limited Power Of Attorney int: Craig Coulton and Ra--r 1 rL 4i- I+o each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and The Building Dept. of: l 1 0 SO,y For a residential permit for work to be performed at: ly t r6 Lot # 2 Subdivision r ss i Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number L t Signature of Contractor This foregoing instr mental as acknowledgec Date: >j 1 M Who is personally kn wn tk me. State of FI rlda County of range Notary Public Signature before me this: By: Richard B. Ladd (Contractor ) OFFICIAL OTARYSEAL PATRICIA COULTON NOTARY Pt1BLIC STATE OF FLORIDA COMMISSION NO. DDI34330 MY COMMA rySCOiJ EXP. ULY 26,2006 Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #1-11 P0, SUBDIVISION: BAKERS CROSSING lcto:s-EL— ADDRESS a,;iN,2 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri U6 l,-le/ Rrm,- J CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for perm'idtfor igs W(toscscale, 2, Two (2) complete sets of construction design Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b, Floor plan Indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. c. Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spicing openings to carry and support trusses. g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. h. Square footage table showing footages: Garages/Carports 412.-5'F' Porch(s)/Entry(s) S'F' Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) 2 S•F• 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-36.00. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. 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 beaths - 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 15. Other DATE SIGNATUREaL By Owner or Authorft d Agent) APEX PEST Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number PUCHASERS NAM`E AND ADDRESS Address )51 2`OZ. City/State/Zip at,I,,O, Quarterly Payment Amount ,, First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address CIty/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: —_ Z\ 2— SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: "Its t2 DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(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 AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVE2NTHERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date Customer or Ag Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: 1, Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3, during those years, add Recruit* termite bait and remove It from the Stations as appropriate; 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 Recruit* 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. The SePretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandcnditins oftriconagreementfor er quarter (3mo period) payable on or before the end of the previous monitoring period. AftertheCifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water, under pier type structure, or as noted in "Special or Additional Comments", The Customer also agrees to noteliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, fonApex of an to, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex In areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, INCLUDING STATUTORY WARRANTIES, AND SPECIFICAISCLIMS ANY IRMPLIIEDW OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR W AitRA iNTES. OF FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING O THE L PRODUCT 0 SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESS , R Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding a ainst economic, negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution o WARRANTY, compensatory, Incidental, consequential, exemplary, g Apex for event shall Apex be liable for any amount greater that amount paid by the Customer t Apex for he sere le, or special damages if any kind, forme no. ice to be performed, 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)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. t. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentrlcon *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 Sentrlcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note; Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andl (5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation. Prior to; (i)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the location of any Station, or; (3) soll Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteratlon, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and ail legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, sttikes, embargoes, tires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soll contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dlspute to the least expensive procedure of arbitration in accordance with the rules and procedures fot commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all' the provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C, section 1, et se4, 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 wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, in Its sole 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 IdentiflePropertyforanypurposecontemplatedbythisAgreement, including but not limited to re -Inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. 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 a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510407-459-2847 407-858-0540 813.221.2847800-929.2847 888.764.2847 877-459-2847 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 307 APPALOOSA CT for which permit 03-00002745 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Building Official pr'or to the issuance of said building permit, to wit as complies with all the building, plumbing, el ctrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled ZONING: Inspected Subdivision Regulations Apply: APPROIF DATE IRE: nspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage o9- C)3 -oy Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work Street 6 p Paved StreetPLights Driveway FEES PAID DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11/18/03 01-APPLCTN FEE -ELECTRIC 12/11/03 01-APPLCTN FEE -BUILDING 10/13/03 01-APPLCTN FEE -MECHANIC 12/30/03 01-APPLCTN FEE -PLUMBING 11/03/03 02-ENGNG DEVLPMT FEES 10/13/03 01-FIRE IMPACT - RESIDENT 10/13/03 01-LIBRARY IMPACT FEE 10/13/03 AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.27' 54.00 Yes No APPROVAL PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to -certify that the -building located at 307 APPALOOSA CT for which permit 03-00002745 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Build'ng,Off' al pri r t the issuance of said buildingpermit, 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 10/13/03 279.61 10/13/03 91.93 10/13/03 12.27 10/13/03 847.00 10/13/03 12.28 10/13/03 1384.00 10/13/03 650.00 10/13/03 1700.00 OWNER B LDING CIAL / DATE SINGLE FAMILY RESIDENCE"" DATE: aU PERMIT #: l5 ADDRESS: CONTRACTOR: Q) C o PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire ublic Works OUtilities OLicensing ,(\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: - aQ -0 PERMIT #: _ y5 ADDRESS: GCS CONTRACTOR: PHONE #: y(D`) - 8 _6 a -'A 8 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. orsubmit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated., Of- ngineeri 23 0( Fire Public Works Zoning Utilities Licensing CONDITIO S: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPE SINGLE FAMILY RESIDENCE *tA' W DATE: PERMIT ADDRESS: '-Y CONTRACTOR: PHONE #: a - (A 8 i3 sP I 1 1 q 1 1 r V1 N1 r 1` W t —; - G M C co u u v+ G 0 e a) 45 eZlaQuP s• 4'..i i.:i:1 ate. 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 P blic Works Utilities CONDITIONS: (TO BE Fire ') 6, Zoning V-\' Licensing ,0 A ONLY IF APPROVAL IS CONDITIONAL) 1, I FEDERAL EMER;ENCYMANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on paqes I.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 307 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 121, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIALLATITUDE/ 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. NAP COMMUNITYNAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP ANDPANEL B7. FIRM PANELB9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX 136. FIRM INDEX DATE EFFECTIVE/REVISED DATE 68. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 4/17/95 4/17/95 A 24.6 b i u. inoicare ine source or me base mood tievaton (bit) data or baseflood depth entered in 69. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: E 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 E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction of thebuilding is complete. C2. Building Diagram Number 1(Select thebuilding diagram most similar tothe buildingforwhichthis certificate is being completed - see pages 6 and 7. If no diagramaccurately 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/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used, If the datum is different from the datum used for the BFE in Section B, convert thedatum to that usedfor the BFE. Show field measurements and datumconversion calculation. Use the space provided ortheComments 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 E No o a) Top of bottom floor (including basement or enclosure) 28. 7 ft.(m) Cd o b) Top of next higher floor NIA. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. t,(m) o d) Attached garage (top of slab) 28. 2 ft.(m) 0 o o e) lowest elevation of machinery and/or equipment W m servicing the building (Describe in a Comments area) 28.1 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 26.8 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 28. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION y This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 0 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 N CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME; AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTI ST Et E. 18, ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 2/ 24/04 (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 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 Number 307 APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA orLOMR-F, Section C must be completed. E1. Building Diagram Number —(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. Ifno 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 orelevated 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 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, 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'sfloodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, 8, 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 official who is authorized by law or ordinance to administer theoommunity s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone AO. 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) of the building is: _ft.(m) Datum: _ G9. BFE or (inZone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAN OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 121, 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). TRACT A APPALOOSA COURT 50' RIGHT OF WAY N891518"W-_3-3- OB V JT161.80' --- 362.88' 201.08' y KC CENTERLINE OF - RIGHT -OF -WAY w NI NIOI plN S89'35'18"E 60.00, Z i" 30' WALK IS , 0.9' OFFS W:.::;,::;:..:•::...: `..:.: .•. W WALK IS 1.0' OFFGRAPHICSCALE — — 10' UTILITY EASEMENT CONCRETE:. DRIVEWAY; I 10.0' 10.0' 15.0' 20.0' 0 0 5.0' COVERED 0 ENTRY 0 O O ONE STORY o CONCRETE BLOCK o a a v w 1Oo RESIDENCE o FINISH FLOOR N ELEVATION=28.74 N LOT 122 r LOT 120NN 0 o z 40.0' 00 10.0' 10.0' oPAYIO LOT 121 N89' 35'18"W 60. 00' CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: TRACT "G" D. R.H. TITLE COMPANY OF FLORIDA INC. BAKERS CROSSING PHASE 1 FIDELITYNATIONALTITLEINSURANCECOMPANYOFPENNSYLVANIARICHARD J. LEONARD AND AMY W. LEONARD PLAT BOOK 60, PAGES 27-29 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 02-24-04, 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 121 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) SCALE: i = 30 FEET APPROVED BY: SJ REVISED: LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8p6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- ( 407) 426-7979 FND NAIL AND DISC LB # 6393 (02/24/04) FND LBN6393 (0 /ROD 0 AND CAP CNA CORNER NOT ACCESSIBLE 0 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 OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR] BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. JOB NO. ASM42306 DRAWN BY: 2- 24-64 CKB PLAN 08-03-03 SDO FOR THE FIRM WILLIAM R. M SCATELLO JR. PSM#4928 DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 121, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRA'HIC SCALE 15 30 PREPARED FOR D.R. HORTON LOT 121 CONTAINS 6600 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 519 SO. FT. t TOTAL SOD 3702 SO. FT. t TRACT A APPALOOSA COURT 50' RIGHT OF WAY N89'35'18"W 362.88' 161.80' - - - -- T-- - 201.08' - CENTERLINE 01F RIGHT-OF-WAY Ial0 Nl yj 60.00' 01" S89'35'18"E zi 10' UTILITY EASEMENT 6 DRIVE' 10.0' _ _ *:::_o:..:. C...' 10.0' I 14.8' a 20.0,:. 1O5.2' I 1 OCOVEREDOO1ENTRANCEiorii I A/GI I o o:o I Lil 6 PROPOSED o 011DMODEL1965 N FINISHED FLOOR ELEVATION=28.6 I N LOT 122 N 00 40.0' I N O z O I 40.0' I in 10.0' 10.0' L Jp9Ao10_._._.-._. LOT 121 DRAINAGE TYPE B N BUILDING SETBACKS FRON T: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN, BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 121 AS BEING S89'35'18" E PER PLAT. FIELD DATE: ) REVISED: SCALE: i = 30 FEET APPROVED BY: SJ N 89'35' 18"W 60.00' LOT 120 TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 . luluelml BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINERIGHTOFWAYLINEPCCPOINTOFCOMPOUND CURVATURE XX PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE 6 L DENOTES DELTA ANGLE DENOTES ARC LENCTI4 LE! LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 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. ASM42306 DRAWN BY: GAASM42%ASM42306.dwa. 8/4/2003 3:07:45PM PLAN 08-03-03 SDO FOR THE FIRM WILLIAM R. MLISVATELLO JR. PS #49 8 DATE M I A M I-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 NIIANTI-DADE COUNTY. FLORII METRO-DADE FLAGLER BUILDI, BUILDINC CODE COMPLIANCE OI:FI MEIRO-DADE FLAGLER IIUILDr 1.10 WI:S'r FLAGLER S'1'121:L`t', SUCIlf 1i MIAMI, FLORIDA 33130.1. 105) 375-2901 FAX (303) 375-2' owrILkCCUtt LtCP:N51N(. sxurI 303) 373.2327 1:AX (303) 375 303) 375.2966 VAN (305) 375--! I'ItoUU(. r Coicrizot. mvis1 305) 375-2902 VAN (305) 372-6 Your application for Notice of Acceptance (NOA) of Entergy G-S S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter d of the Code of Miami -Dade County governing the use of Alternate Materials and Types CoVtruction, and completely described herein, has been recommended for acceptance by the Miami-Dac C.crbnty Building Code Compliance Office (BCCO) under'the conditions specified herein. s This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Cede. The expense of such testing will be incurred by the manufacturer, c ACCEPTANCE NO.: 01-0314.2-5 CXP1 RES: 04102/2006 Raul Icoartguez Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE C PRODUCT REVIEW CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. APPROVED: 061051200i X_r_ 4-" Francisco J. Quintatia, R.A. Director Miami -Dade County Building Code Compliance 01'lic PUiDI[; chl Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 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 Entcrgy 6-8 S-WIE Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its componcnts shall. be constructed in strict compliance with the follo documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec 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 byMiami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown approved drawings. Single door units shall include all components described in the active Icafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum, protection system, 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING I'ERMIT.REQUIRMNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the: approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co, SFBC) in order to properly evaluate the install ion of this system. Manu l Pcrcz, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2 Q1 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi ' and the original submitted 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 be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed', then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the ninnufacturer 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 remova? Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OI' TIHS ACCEIP''ANCL: Manu i'erez, P.E., Product Contr scam Produ Anntrol Division C0P=WL'MA0 00.02 FIB ERGLASS DOORS Glazed Units 6'8" Height — Inswriq 2'0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" Application Filed) TO" 3'6" Not Listed Not Listed — — MRAM 1 1 - - r•1 I r• 1 1. :1 2'8" + 1'0" 2'6" + 1'2" 2'10" + 1'0" 02-0419.08 210" + 17, COP-WL-MA0143-02 (Application Filed) 52.0 NO TO" + 'IT 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IT j 1 1'0" - 3'0" + 1'0" 02-0419.08 17' + 210" + 17' 1 COP-WL-MA0144-02 Application Filed) 52.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 1 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0419.08 2'1C" + 2'10" COP-WL-MA0142-02 Application Filed) 52.0 NO 3'0" + TO"IXX, OXXO i 2'6" + TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0419.08 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0145-02 Application Filed) 52.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instruclions 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 oche; structures). National, s'.ate or local bui'ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, 202 & PAK1 . Oak aff lid 1 EK" V1111'XC1.At1 fNIKY DOOKS T.— FA gln E—y Dom, Apt 1 29. M2 Our comnm^V prodrmn of pIxun mlproren CM AIM' IDWhgl uns, despn and p,oduci i, :vi,ico ID oxvc wooul notice. Syr., ' . V Masonite International Corporation Arrangement' XX, OXXO FIBERGLtASS DOORS 6'8" Height — Outswing TV TV _ 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO". 3'6" Not Listed Not Listed — - 2'8" + 1'0" COP-WL-MA0163-02 02-0418,03 Application Filed) 55.0 NO 2'8" + 17' 2'10'' + 1'0" 2'10" + 1Y, 3.G,. _ IV. 3'0" + 17' 17 + 2'8" + 17 COP-WL-MA0164-02 i 02-0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" l'O" + TO" + 1'0" 1'2" + 2'10" + 17' 1'2" + TO" + 1'2" 2'6' r 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2 1 G" + 2' 10" + 2' 10- TO" + TO" + TO" 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 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-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'10" + 2'10" TO" + 3'0" + TO" + 3'0" ate: 1. Occr a, rangernents using fewer panels than wha! is shot;n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonie 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. k rGtft ARTF-11% n.Yrrr k,00Rt i iO. 2002 Om COMI'lu-:+p V'OQfAm of D(Dcua :mprovemem makes soeoscH,ons. osipn MO pro9rn Masonite t n te rn at ion a I Co r p o ra t i o r. 01A "i:Cl 10 Ch]npe route. Z0P-WL-MA0100-02'ph FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing 2'0" 2'6" X I 2'8" _ I 2'10" F3'6" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO MIT- rr X3. OX, C 0 1 2'8" + 1'0" Not listed 1 1 COP-WL-MA0148-02 Not Listed I-, r 1 1 02-0423.01 Application Filed) 40.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0,. + 1 2" 1'0" + 2.8„ + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 17 + 2'8" + 17 1'0" + 2'8" + 1'0" - 1'0' + 3'0" + 1'0" 1'2" + 2'10" + f'2" 17' + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 5'i;'+'s'0"+TO" XX, DUO 2'8" + 2-8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO If 2'6' * 2'8" 210" + 210" TO" + 3'0" 2'6" + 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" 1 3'0" + TO" + 3'0" + 3'0" 1I votes: 1. Door arrangements usieg fewer panels char what is shown in the above chart also comply under the product approvals shown. 2. Acserr,01 detai!s are available from, the Masonite International website (www.masonite.com) or from the technical center. 3. lcsla'ation instrectioas ars available from She l;!asonite InterWicnal website (www.masonite.com) or from the technical center. 4. Actuai d sie:1 pressure requitement for a specific cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local hulloing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akzraff r•• o...... u... Masonite International Corporation Mj"EK-r..l N2). 2D^_2 Gv cxana)t=;'arl of port"es arc.pro--rc,icnt?9)Bs spc:ir::tors. Crigr. ::a;1>:c;1 FIBERGLASS DOORS Glazed Units 1' X 7 I 2,0" 2'6" 2'8" 2'10" 3'0" 3'6" 2'8" + 17 2'8" + 1,2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 37 + 1'2" I 1 COP-WL-MA0166-02 tl r 02-0423.03 Application Filed) 8'0" Height — Outswing I• 1 1 1 47.0 NO Not Listed Not Listed 02-0423.03 COP-WL-MA0168-02 (Application Filed) 47.0 NO X0, OX, OXO 1'0" + 27 + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 17 + 2'10" + 1'2" 1'2"+TO" +17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 210" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcraff AR EK" E.rlu,rely 1 F'1I11:HC1_ASi EN KY•OOONS N T..wM fiDwahu Envy Donn C.' vFi.r/i, UY1 0.. apra 29.2002 Masonite International C o r o r a t io narconenu;nq program of proaua enpmremem makes sp«n alrons. aes pn ana proaucl p Oeli lsO'etl 13 Change wilhoUl n01". FIBERGLASS DOORS Opaque Units 6'8" Height Inswing 20" 26" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed 1 1 I 1 1 I 1 1 I 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.10 2'10" + 17 COP-WL-MA0103-02 Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 TX0, OX, OXO 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 02-0109.10 1'2" + 2'10" + 17 COP-WL-MA0104-02 Application Filed) 55.0 NO 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.10 2'10" + 2'10" COP-WL-MA0102-02 Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.10 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0105-02 Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft a , y. AR' EEC.. FIMI:MOI.ASS F:NIKY DOOMS—T..e... F—,I... Envy D— AP' 2% 2DD2 Our conl.n no Drooram of Deoduca MDro ement makes TDefifCalanS, des,on and DIDduCI oeud s.O,w m cnanoe —no., nonce f.alu.,r y iom PREMCvZ;i /,1:, j o.• y De Masonite International Corporation COP-WL-MA0100 02 `° FIBERGLASS DOORS Opaque Units X 20 t . COP-WL-MA0121-02 01-1031.02 6'8" Height — Outswing l 1. 76.0 NO 2'6" 72'8" 2'10" 3'0" TV 2'8" + 17 Not Listed COP-WL-MA0123-02 Not Listed 02-0109.09 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'D" + 2'10" + 17 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'D" + 3'0" + 17 1'2" + 210" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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. Oakcxaff AR 1 EK" W",.L kr.in "rc ea E.<unr v ,om tF-FNGt.ASS F.N".KY•DOORS —T..-- e.„ry Deer (REM / o"• r oven v AW 29. 2D02 Z commuino program of product improvement makes specdlcaltons, des;on and product Masonite International Corporation debd s.oiect to cnanoe without notice. Opaque Units E COP=WL-MA0100.02':` FIBERGLASS DOORS 8'0" Height — Inswing XI- 2'0"" COP-WL-MA0106-02 02-0109.08 Application Filed) 1 70.0 1 NO 2'6" 2'8" 2' 10" 3'0" 1 3'6" Not Listed Not Listed 1 1 I 1 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'D" 02-0109.08 2'10" + 1'2" COP-WL-MA0108-02 (Application Filed) 3'0" + 1'0" 3'0" + 1'2" I 1 1 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" + 1'0" 17 + 2'8" + 17' 17 + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 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 B000 protocol PA201, PA202 & PA203. Oak ga AEW I- d id E` 1MI:RG1(. •ASS k:NcXY 1)OOKS N T.. ELael•"E."0- AD: J 29. 2002 Our conlmu.n0 DroOram of product un Drovement makes son. icalans, oes,pn ano D,00ucl oetau subject to cbanOe without not" r / BUY, ...... `4 Masonite International Corporation FIBERGLASS DOORS Opaque Units 8'0" Height Outswing 1' 1 1 TR -"I N R, W, 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 Application Filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed 2'8" + 17 2'8" + 1'2" 2'10" + 1'0" 02-0109.07 2'10" + 1'2" COP-WL-MA0128-02 Application Filed) 55.0 NO 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0109.07 1'2" + 2'10" + 17 COP-WL-MA0129-02 Application Filed) 55.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109-07 2'10" + 2'10" COP-WL-MA0127-02 Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.07 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0130-02 Application Filed) 55.0 N0 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201• PA202 & PA203. 0 Oak raft AR EEC" N',•..I -I c c.l E.<Iu.relY 1•om FIHI-. Nf:l_.1 ti.11:N'1'HYCDoo., IJon-T"o•M fa,..p,u fry Doon //C., Q / L^ f /1U 1 l/n r..'r• / /J April 29. 2002 our condnumg program of product improvement makes speciflotons. design and product Masonite International Corporation delaitS,,oj,ct to mange without notice. MID-WL=Msill 1 0Unit ISINGLE .•• I" UNIT 8'0" UNIT 15/ 16" 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2- 1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 N10 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. F.( Iul vf r ,gum Apn1Masonite International Corporation Our tont,nt n2um9programof prOduel ,mpfovement makes SpttihfalgnS. amp and produa dead subim to mange wilhoul noli XO or OX Unit SINGLE DOOR WITH 1 SIDELITE 3' 6' CL TYP. TYP. TYP. 1 i 1 1 I l I t t t f t f 6' TYP. 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. i 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. RM ITME • 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA 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. n Apra 29 2002 Masonite International Corporation Ow, 11o" n o. NOW oesgn 'nc 7 ococt oel3a suojecl io cn3noe mnoul nonce. MID WLMA0004 02 F Unit SINGLE DOOR UNIT 8'0"UNIT 15/16" 17-1/8' MAXIMUM ON CENTER TYP. t 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" tong screws per location. M.M.IT"i ' 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSf/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. C,I E.[luf rely from L/Y'van r.. /.i. m Ap,429. 2002 Masonite International Corporation W, co,w,,.,o wowa n W u oo,.;: , +u c u maycs 1uro rcn.uo. 0", a,,a OuU 0,13d 5.1,eCl IG [cantle .00.E OUR, oxxo_MID-WL Mp0005r02 Unit DOUBLE DOOR WITH 2 SIDELITES b CL TYP• TYP. 3" o TYP. TYP. I I I I I I I I I I I I I I TYF 1 11 li 1 li ii i li li 1~ 6'W 13- UNIT 8'0• UNIT 5/16' 17.1/8" MAXIMUM ON CENTER TYP. t f f i 1 1 t f t t t T T T T T MIN o f I 1 1 t' 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 At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 810 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. April 29. 2002 Maso Hite International Corporation 0u, ,o0,am ofp,odutl mprovcmenl mawes speC t4a1ron5. de p and p,odun derail 10,11110 c.anpe withO.1 nol11e XX Glazed Inswing Unit APPROVED ARRANGEMENT: ate IN A 0 r x O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". 47- Double Door Maximum unit size = 6'0" x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-W L-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: don 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o M M a 0 a 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak ra. r<.i ft AR0EK' w..oa- is r HULROLASS LN"r'RY DOON\ T.—FA.rN.. Env, 0— L L/Y1L/V fir/'.. (//l/// April 29. 2002 Ou• Y Oo Masonite International Corporation Our conlinumg program of product 'Ovemenl makes speur¢alons. design and product detail Sub,,,, W mange -hour -- XX s8f COP WL=MA0142 02 Glazed Inswing Unit FIBERGLASS- APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 series 114, 120,122 152 Series 149 Series 300 Series series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR EK" rc <,l I. I., l''N[: I A ISIN I-Ml •I).>t,M-I—'..o,.ea E•,,,, Do April 29. 2002 Our corom—g program of product m+provemeot makes specA¢aGons. deeryn and product vildesuoiect 10 change without nonce. - c lu F,. Ny nom Ou• v Do Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: y. x ' nCOP 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 68•r. Single Door with 1 Sidelite Maximum unit size = ST x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required - MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0000 00 00 00 00 00 100 Series t33. 05 Series 136 Series 822 Series 1/2 GLASS: n m uu ii ° ia 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass Kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak Taff e AR EK'" E. e I o. I-.•r inrcaII,- KI ;Lill -1 111 .1 T0111-1 W.•-T.—d Fp it .. E.n l D. April 29, 2002 Masonite International Corporation dw comnm n;, o,oU ai^ of prooun mo o•emedi Dukes s0ecdrcalions, oesw^ "o a ocun Dual s o eo ¢ c-enve wnnoui noece. or OX M11111111OP'WL=MA0143 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: all 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). x State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakk raft AFC 1 EEC" a 1 `f lfL f:l.:\.0 L.1 NI I)f111H 1Jon Te.wreE f-0erraf, E•nry Down April 29, 2002 Nr e0mm-0 D 91— 01 D'00u0 ,mDrovemMt makes W6111A-". de'-V and D,.d.0 JfWI S':dCl 10 CkDnpr wnnoul n01.,e PREM' v'.`. ,//,, Ou fy Oo•r• Masonite International Corporation JA Glazed Inswing Unit APPROVED ARRANGEMENT: x y Q a" 3 tCOP 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 = 9'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: no 00 go 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 o HU HH 0 ° a 00 00 00 0o 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakraff AR 1 EK- I ,l"L HI:LAII LN-IH1'aUU()It1 Non e.wreA FAxNuEnvy Door. April 29, 2002 Ow connn- 9 uIo(l.am of plooucl imo—emenl makes speobcalmns, deLgn and n10dut1 M a s o ni t e International Corporation oelan suoieu 10 [nange wd noul Mice. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i• 00 lan 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: T iA 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK` IIIfLN(:LAti1 LN I Nl"R000——T.— Env, Door, April 29, 2002 Our continumo prooram of product impro,emenl makes speeificalq S. design and product detail SubleCl to CIIaNe .00ul n0l,CC. Du. Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WI-MA0145 02 FIBERGLASS DOORS L xl. 0., Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: Ott 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 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 4 EK' M ... om I:-- 0110.1 T.— FS Z—Envy Dow, PREMDa LI I Vl,ir.Ii".n April 29. 2002 Ou• Masonite International Corporation Our Conlwmng D10gram Of Dr00uct imprOvemenl makes sDK.hol.ors. 0evgn AMDr00uC1 a,,,it suDicu 10 Cwnge .0.ul M.- OXX0 ;_ COP WL-Mp01745 OZ, Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR k EK' 1 `IIt LN ;, IS LNINI ""'I— Non-Te.o. rarrrau env, O- April 29. 2002 Our co ,nump O,ogram or D Ddun .nDlovemeni mates SDecd[alrons. Oesign and Dlodu[t deUd SOIKI 10 Charge .0001 nonce. Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: CORAL. 00147 02 ` 810" FIBERGLASS DOORS 0x 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 Maximum unit size = 6'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant 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: oa 822 Series n 17 oa 4014 Series 108 Series O akcraff AR EK'" om 1AULRGLA.11 LrN'IXY 000HI rM-T..v.,.EfMrNau Envy Donn El 0 April 29. 2002 M a s o n i t e International Corporation0,, con1.—np,dg,m1 of prdduel imp,overoenl gmakes SpeCitical,On5. do S.gn and produtl delad Sub^f 10 change wdhout noble. XX Glazed Inswing Unit r 8'0" FIDERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK' I'1I1L"l:l,\.1 . L1\'INl Illl lK T..w r—g—E.• Do April 29. 2002 0.1 comim—p VOQrim W oroducl imDlove.enl makes Soecijicajio . oevp and oroducl Bela" subject 10 cnanQe wilnoul nobct F.alu.iv<ly Iron Ou• Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP .WLrMA0148 8'0" FIBERGLASS DOORS o Nate: 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 = 6'0" x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specifythe 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: MI 00 00 822 Series 1/2 GLASS: 0 00 404 Series 108 Series Oak raft AFt 1 EEC'" 1y111I:Nr:r\\I:v"I H'+nrl(H1 No...Te.—f-0er{b.+E. D— At 129 2002 0ur -1--9 pr00-0m of Ma,, -o'. Bn n, m k,S Sp,W-Wb S. Otiipn B J D-1.11 uEi,a s.uica m 03.0, wnppm PREM0 :.iu, m o.. Masonite International Corporation XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK- FIUL: (;LASS LN'I'It 1'`IJl)()NS Non-T..v.r.A iN..yrau Envr Dow. April 29. 2002 Om conpnu n 1,2— o1 pfddVcl imDrovemenl m ka5 seted2aYo 5. design and Pl.d.11 delai suhieo to change .0W not-M PREMG'9G'J11.,i>, a /Ci T o. roe Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0149.02 8'0" FIBERGLASS DOORS 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have bee) 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: 11111 00 00 822 Series 1/2 GLASS: Oak raft AR EW IN.i(.. :.1 I U1: Nf:Lntil LY'I'M 1"`I)f )f)N.1 Nw,-i..- rLerNa„envr Doo., April 29. 2002 0., [onlloulne D,00l]m of p0oua .17fovemem males SDK11.0tgnS. oeipo dno DlDouct otl]il Sublec, to ChaoQe -tho., W.". 108 Series PREM0a'Z(,11-1,e- [I -"/ff - Masonite International Corporation OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP WL-MA01.49-02t 8'0" FIBERGLASS DOORS 300 Series 4 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EEC'" E+<lufively Iron w ,. oil r• n-1'<wfur<rl 1-IUCKGLASS LI`N'3RY DOORS Non.TaanE FA+rab.fEnvy Door. m April29.2002 - Our Conhhuing program of Dfoducl hnDrovemenl makes sDecificalgns, design and Drooud M J s O n it e International C o rp o r a t i o n delad suDied lD change wilhoul nDlice. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0150.02 } 810" FIBERGLASS DOORS 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 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 11100 00 0o 822 Series 1/2 GLASS: n 00 404 Series Oak raft AR O EW ViDtI CLAS-S LN'INy000— Ivoniv. o.nEEM•Ebra Env, Donn April 29. 2002 Our Cpnbnwng grogram of orodun .molo—ent makes soKaicaiions, design and orodun oeud subject to change wi'now MOM 108 Series E .. l of ively Irom Masonite International Corporation OXX0 1 t It Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: C 4 C- 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'- l llflnc.L.\.\ 1: N 1'X\'`DrinHti a Te.c F—g—bwl D. Aprd 29, 2002 Our commump program of V,od,o imp—emem makes so -bows. design and producl deep $,olect to change without not- P E Oal?;1..11.. /.:... C/b Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: O O 4, .10 COP-WL-MA0162.02 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 = 6'0" x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 oil 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 nil 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O ak. r AR O EK' N, L I \r III: NI;L IS\ 1:11 \'\UrrUK\ ebrvie.o..ea EAerersv E„" Doon / m April 29. 2002 Masonite International Corporation Our comrwn0 9ro9ram or ProO cr morovemenl makes soecrl2algn5. Oesi9n and oroC er Rl", wuieci ro cnanpe ..M., M.- XX Glazed Outswing Unit COP'•WL•MA0,162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 an 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805 W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE 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). Z af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak r AR k EW 1:1—GLASS L NI'NlUO—S Non-T--d F-tla"E."Do April 29. 2002 Our com—,.g oro0ram of Dro0ucl imorovemem makes specifications, deS Cn and droduct daau sugco Ip chop' ..nnput nOnCl E. rru..el. room m0• Masonite International Corporation 3 xx Glazed Outswing Unit APPROVED ARRANGEMENT. COP WL=M90167 OZ 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6T x 8T Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: EJ 00 404 Series 108 Series Oak r % AIR k EK` FIHLKGLASS LIN-i Ky D00M5 Non-T.— r—g—Envy Door Aprd 29. 2002 Om c"I.a"'p peogom p1 prpdua—provemem ma e5 SDMdrcal ons. Oei p and produce dUad 10111, 1. cnande wiloou) dooce r.' E.ciu,rre y I,om m o..rr poor. Masonite International Corporation Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING # /REPORT # SERIES INDEX. MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 11000 2 - INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028IFLEX0029 11000 3 INDEX 4 INDEX 'MASTER 6 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 _ INSTALLATION DETAIL WffAPCONS HORZ. SLIDING FLANGE WINDOW IFLEX0020 FILE NUMBER 3 JINSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0016 1000 11000 11000,1600 & 2000 6 INDEX : 7 1 INSTALLATION DETAIL WM SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . I 1000,1600 & 2000 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 INDEX .. 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS iFLEX0037 IFLEX0021 1000,1750 & 2000 1600,1000 & 2000 13 INDEX ;... 14 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 6 .. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1600,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS/ DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000/1600 18 FIN HORIZONTAL MULLION SECTIONS /DESIGN PRESSURE. CAPACITIES. 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1,500 20 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES JIVMFIN 1100011600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFLO 1100011500 22 • INDEX'': 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES jlVMHMFLG MASTER FILE NUMBER ? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 12000 1000 / 1600 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 12VMFLG 12000. Page 1 Of 1 milemast"As 1 4estc>3riie Q L(TY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X .72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" X 96 3/4" . -SER: 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS ` DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD BUCK STUCCO j BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP:)_ SEE NOTES) WINDOWHEIGHT PERIMETER CAULK BY OTHERS a CAULK BETVEEN WINDOW FLANGE L PRECAST SILL V/VULKEM Il6 ADHESIVE CAULK OR APROVED EOL. CNE BY WOOD CONCRETE OR BUCK 81 OTHER$ MASONRY OPENING CAULK BETVEEN WOOD BY OTHERS BUCK L HAS-Y. OPENING BUCK WIDTH I-vl MIN. CNICDCN1 BY OTHERS I ! SHIM AS 'D MAX. INSTALLATION ANCHOR. FLANGE TYPE -,/ 4MA 3/ 16' DIA. TAPCON WINDOW FRAME (SEE NOTES) SHOWN ( SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHOWN ( SEE NOTE 9) 4 1 1- 1/4' MIN. GLASS (TYP.) EMBEDmEE( NT (SEE'NOTES) CAULK BETWEEN WINDOW FLANGE L WOOD BUCK PERIMETER SHIM AS REO'D. CAULK 1/ 4' MAX. BY OTHERS SEE NOTES) WINDOW WIDTH FLANGE TYPE - STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADERWOODBUCKLSECTIONB-B MAS'Y. OPENING BY OTHERS WINDOW WTH. --j BUCK HEIGHTWINDOW HGT. I K. FLANGE TYPE WINDOW FRAME SILL TAPCON LOCATIOiN CHART CALL TIP TO ILOCATIONS IN HCALILOCA.TIONS IN JAMB PSF SIZE TIP 50 st I. 0 5'PSo 1C. 0. yTO, C.O 022 74 X 26 C.0 LJ I,J 74 % 38 3/8 C.D IC.D.E I ' I,J.K,L I;J.K,L I0247. x SO 5/6 C.D O.E LJK.L G.HJ.J.K x 03311041/406 383/e I B.C.C:n I=.".D.E I I,J.K.L i,J.K.t a 106 1/4 x S •.8 B.C.C.E C.O.E.F I,J.K,L G.n,i,J.K.L T22 111 x o l. I o.. .c T23 ITT X 38 3/B B.C.C.: A,? :.D.E.F' f,J.K,L I,J.K,L T A lit X SO S/8 B.C.G.= A.3.C.0 ,F I,J,K,L I,J.K l M2 Z..L.L I.J.K,L I,J.K,L M3 120 .% 38 3/8 S.C.C.E _ I. A = .D,E.F 1,J,K,L I LJK.I M4 l O % 0 /8 A. C.D,-., A=,C,O.t.F G.M.I.J.K.L 1.! K L 6020 72 X 24 L.J Lu I,J I,J 6030 7T X 3S C.0 I3.CA.E 1.J I,J.K.t 6040 T 4 C.Fi' 3.C.O.E I.I.K.L LJ K,l 0 84 % 24 J 7030 84 x 36 I B. I c.C,O.E I,J.K,L I,J.K,L 70- 0 4 x 4A B.C._.E C . 0 . E I.J.K,L I.J K,L 8020 96 X 24 A 8030 96 x 36 e'C.C.E B C.O.E I,J,K.L I,J.K,L 04 4 8.C.0.E A.B.C.OE,F I.JK; G M I J.K L 9020 108 % 24 0 L..- I,J I.J.K.L 9030 I 108 x 36 B.0S - I B.C,O.E I,J,K,I I,J.K,L o a 1 a• B.C.G._ A.B,C.O E.F I J KL I JK 10020 120 X 24 I,J I.J.K.L 10030 t20 % 36 8.0 :.E I A.e.C,O.E,F f,J,K,L I,J.K,L 10040 120 X 48 B.C.C.E, AIC,D.EF I,J.K,L I,J,K,I H r J B ELEVATION VIEWED FROM EXTERIOR 4 SILL STOOL BY OTHERS PRECAST SILL BY OTHERS SECTION A -A A F 2 12002 PRCPARCD BY: PRODUCT E APPLICATION EuGLNECRING. INC., 250 IN NOTES: , I) SHIM AS REO'D. AT EACH INSTA_il1TK)N ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERu.: ALUM!'4UM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT *OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED-ACRr-IC CAULK BEHIND WINDOW F;.GE AT HERO k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVE-) £DUAL. S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNO EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZEIS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY-USTEO WITH NEXT LARGER SIZE.. FOR TH.E APPROPRIATEDESIGN PRESSURE REO; D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CART INDICATE WHERE TAPCON ANCHORS ARE TO 6E INSTAL'_ D WHEN USING THE EXTERIOR ELEVATION AS A KEY, 9) ALL FACTORY APPLIED I OLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED W!"y 12 S-REWS OF SUFFICIENT LTH. TO PROVIDE MIN. S/ e IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEV 116 A_HESNE CAULK At FRAME SILL MUST COMPLY WITH SEAIAN- MANUF-CTUPE?-S RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY BUCK, USE 1'0 SCR- AS OF SUFFICIENT '_ENGTH TO ACHIEVE 1-3/ 1MIN. EMBEDMENT AT A-L IN:7ALLATION FA:'ENER LOCATIONS. TE 250. MEA'- i]W. F""?,DA 12746 P.+OM 1)7 803-0363 FA% 40 SHEATHING CAULK BETWEEN By OTHERS WINDOW FIN i SHEATHING INSTALLATION ANCHOR •S SCREV StUC.O OR SIDiNG BY ` OTHERS 1 PERIMETER CAULK - BY OTHERS GLAZING OYP.) SEE NOTE 7) I INDOVHCIGHt PERIMETER CAULK By OTHERS I, MIN. TWO BY WOOD BEDMCNT(— i BY OTHERS INSTALLATION II \ ANCHOR 118 SCREv STUCCO OR IISIDINGBY OTHERS CAULK BETVEEN WINDOV FIN 1'n1N. i SHEATHING SHEAtHING EMBEDMENTBYOTHERS SECTION. A -A 1/4' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER VINDOV HEIGHT WINCOv WIDTH 2a- O.C. IIMAX. TYP.) WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) 1/4* nAx. SHIM SPACE CAULK BETWEEN W INDOV FIN i SHEATHING 1' MIN EMPEDM:4T I GLAZING (TYP.3 PERIMETERSEENOTE7) CAULKEQUALLYBYOTHERS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO OR 1CTYPJ FRAME JAMB SIDINGBY IN STALLATIONB yOTHERS ANCHOR 93 SCREW SECTION B-B 24. O.C. j2TYP.) MAX. FIN TYPE MAX. CTYPJ WINDOW FRAME - SILL 6' MAX. CTYPJ ELEVATION vIEwED FROM xT RIOR WARBLE SILL STOOL BY *}r w OTHERS .n::, NOTES 1) SHIM AS REO'O. ADJACENT TO.EACM INSTAL'-LTION ANCHCP. MAX. ALLOWABLE SHIM STACK TO BE CJr.. to- SSqpf Ct4A: 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6 G RI DA E UDc_R 3) INSTALLATION ANCHOR MUST 8E OF SUFFICIENTTLTH. TO ACHIEVE MIN. EMBEDMENT Of I - INTO w00D FRAME MEMBER. L _—_ 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FlN AT HEAD. StLL L• JAMBS. S) USE SILICONIZEO ACRYLIC -CAULK FOR PEP:VETER SJ: AROUND EXTERIOR OF WINOOw FRAME. 1/4' SHIM 6) CLASS THICKNESS MAY VARY PER THE RECJIREMENTS Or ASTM E1300 GLASS CHARTS., SPACE MAX. 7),INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COP.uERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W'TH ANCHOR SPACING AS STATED, IS 70.0 PS, FOR ALL AVAILABLE SIZES UP TO 73' x 71' MAX. SHIM AS REO'D. SEE NCITrc, TWO BY WOOD BY OTHERS PREPARED BY: PROMt L APPLICATION vnw: I L.' I I U I JDLALL: IN. I. ).Unt,.: t LLAUUC0 INC.: 250 INTERNATIONAL PKVY.. SUITE 250. KA--RDV. FL'R_A 32746 PHONE 4:7 8OS-0355 FAX 407 305-0356 S TWO By WOOD 1' nln. BT OTHERS SHEATHING SEISE DMENT CAULK BETWEEN BY OTHERS WINDOW FIN I. i SHEATMING INSTALLATION ANCHOR a^o SCREW STUCCO OR 1/4' MAX. SIDINGOTHERS SH, SPACE Q?HERS I PERIMETER i CAULK., By OTHERS GLAZING (TYP.) SEE NOTE T) WINDOW HEIGHT PERIMETER CAULK — Br OTHERS SHIM AS REO'D. FIN .TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS REO'D. SEE NOTES) j/4' MAX. CAULK BETWEEN SHIM SPACE WINDOW FIN t SHEATHING 1' MIN EMBEDMENT f GLAZING <TYP:) —r - SEE NOTE 7) SHEAT.M BY OTHERS WINDOW VIDTH PERIMETER 24' D.C. FIN TYPE WINDCW .CAULK NAX. FRAME JAMB BY OTHERS INSTALLATION II ( OR ANCHOR r3 SCREW TYPJ A STUCCO SIDING BY B OTHERS SECTION B-B EOUHOR SPACE ANCHORS (TYP.) ri%Ls Rc •D D A —ENT TO EACH INSTALLATION ANCHORI) SHIM AS _O . A J 6' MAX. MAX. ALLOWABLE SKIM STACK TO BE 1 4 24' D.C. - (TYPJ 2) "DOW FRAME MATERtAu ALUMINUM ALLOY 6063. MAX. (TYPJ A - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 6' MAX.(TYP.) ACHIEVE MIN. EuBEOuENT OF 1' INTO WOOD FRAME MEMBER. 4) USE SIICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. ELEvAT10 N _) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 1/4 MAX. VIEWED ROM XT RIOR EXTERIOR OF WINDOW FRAME. r SHIM SPACE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM 0300 CLASS CHARTS. r -' 6 ^. _ ) v A 7) INSTALL INSTALLATION FAT-- ENERS AT 6" MAX. FROM CORNERS ay=-• AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF FOR ALL W:iE SIZENCM.S U SPACING AS STATED. IS X- PSF FOR µl A'JAILA=' S2'S UP TO 119" x 49 5/8" uAx. INSTALLATION I IIANCHOR .H SCREW SHIM A: STUCCO OR SEE NI SIDING By IIOTHERS CAULK BET VEEN WINDOW FIN SHEATHING M. t SHEATMING EMBEDMENT TWO BY BY OTHERS SODHTOTHER SECTION A -A rGOR DA f L'Y+ tR. r..).rt: upER -. EO D lyam": # j REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS INTERNATIONAL, FLORIDA TITLE: INSTALLATION DETA?L W1 #8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 i DRAWN BY:BB APPROVED BY: 1 `I DATE:12/17/Oi SCALE: N. T. S. I DWG.: FLEX0029 PREPARED DY: PRODUCT t APPLICAtDIN ENGINEERING. INC.. 250 INTERNATICN L PKVr_ S' IIE 230. HEAT,ROV, r—IDA 7274e PHONE 40' 805-0763 fAX 407 8^:-0755 DIVE BY WOOD CONCRETE OR TAPCON LOCATION CHART CONCRETE OR CAULK 8ETvEEN WOOD INSTALLATION ANCHOR BUCK BT OTHERS MASONRY OPENING MASONRY OPENING BUCK L NAVY. OPENING BY OTHERS CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMS BY OTHERS BY OTHERS 3/15' DIA. TAPCON B.V. I l/<' MIN PSt oPSr SOPS J o J PSt orSf i (BUCK WIDTH) EMJEDMCKi SIZE TIP TO TO T' TO I TO TO ONE BY WOOD 1/4' SHIM F 7 ^A vst 7 < BUCK BY OTHERS I SPACE MAX. I D 1M2 2b 1/2 % 26 C -C C G.H G.M C,H p EMBED MIN. FIANCE TYPE IM3 26 t/2 x 38 $/ a C C C G.M G.H .OH CAULK B£TvEEN EMBEDMENT WINDOW FRAME SHIM AS REDID I IM4 26 1/2 X 56 5/e C C C G.M G.H G.H,I.J p Jan3 (SEE NOTES) IH45 16 1/2 x 56 Va C C C G.H G.H GH uWINDOWFLANGEG - I I IMS 26, 1/Z %63 C C C G.H GHJ,J GHJ.J i WOOD B INSTALLATION ANCHOR tH6 28 1/2 X 72 C C C 4H G,HLJ G!-.LJ I 3/16' DIA. TAPCON v 22 . X b 1/4' SHIN , H „M H SPACE MAX. IM23 37 x 38 3/6 C C C GH G.n Gm RIGIp VINYL 24 37 x 50 5/6 C C C GH G.H LJ G,HJ,J GLAZING BEAD ^45 37 % 56 1/4 C C C G.H G.H,I,J G.H,!,J 25 37 X 63 C C C G.H GH,I,J C ",I,J GLASS (TrP.) 26 37 x/a2x c C C C Gin.^.J C.H.LJ E.F",I.J SEE MOTE$) jl O 33 53 1/3 % 3E 5/8 C B.0 E.0 G.H G.M G,H,I,J I 34 53 1/ 2 x Se s/e C 8.0 _,C e.H G.H.LJ G!+,LJ STUCCO ll 345 53 1/S x Sb 1/a C B,C ?.0 G.H,LJ G.M.I.J E.:.G.HJ„I BY OTHERS 35 53 1/e X 63 C e.0 at G.H.LJ GM,LJ EF.G.MJ.J SHIM AS REO'D. 35 3 vex 7 C B.0 E.0 GL,,H E.f,G.H.LJ E.F.GHJ.J PERIMETER (SEE NGTES) D2 74 x 38 3/8 8,C B,C I ^ J CAULK BETWEEN C23 A,B.C.0 G,H C,MJ.J G,HI,7,J CAULK B.H. WINDOW FLANGE 024 7- X 50 5/8 E.0 B.0 'A,B,C,O C,H;I,J G,HJ.J E.F,G.H.1,J BY OTHERS (BUCK) ( A,?,C,D G.H,I,J E.F,G,H,I.J E.F,G,H.I,JW.H. WOOD BUCK O' 0245 74 X 56 3 B.0 B.0 WINDOW FLANGE TYPE HEIGHT) - 025 74 % 63 B.0 E.0 A.B.C.D G.H,I,J £.F,GlI,I,J E.F.OH,LJ' HEIGHT) WINDOW FRAME pER1nETER 75 74 % 72 e.0 e.0 I A. C.0 GN,I,J E.F.G.H.I,J EF H•LJ' HEADER CAULK STUCCO I 20M20N 24 x 24 GLASS (TYP.) BY OTHERS BY OTHERS .20M3OM 24 X 36 C C C D,H C.n G.M SEE NOTES) 20U40M 24 X 48. C C C C.H GH I C.H VV. 20U46M 24 X 54 O C C G,H G.H G.HJ,J WIN DV WIDTH) CAULK BETWEEN 2OU50M 24 X 60 C C I C G.M G.H G.H,I,J pp o VOCD BUCK L M M d x 7 C C C C n GHJ,J 0. I J SECTION B—CJ Ma"Y. OPENING 30M20M 36 X 24 ,H GH NOTES.: BY OTHERS 3OU30M 36 X 36 C C C G. M G.MH.I .. G.H 3GM4OM 36 X 48 C C C G.H CH I,JRIGIDV[NYL I) SHIM AS REO O. AT EACH INSTALLATION ANCHOR. MAX. A_LOWABLEGLAZINGBEAD TYP.) SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE. CAULK 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANCE AT HEAD kWINDOWFRAMEJAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEMBY [OTHERS - SILL 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USErFEANCHORQUANTITYLISTEDWITHNEXTLARGERSITE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 a GLASS CHARTS. CAULK BETWEEN G 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WINDOW FLANGE ! d WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 6 PRECAST SILL J / - EXTERIOR ELEVATION AS A KEY. V/WLKEM 116 PRECAST $ILL SECTION A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH 88 SCREWS OF SUFFICIENT LTH, TO-PROVIDLORAPROVEDEOL. - MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 3CM46M3OMSOM 3OM60M 36 X 54 36 X 60 36 X 72 C CC CC C C CC G.HCH G.H,I,J G.M I,J CMJ.J C.H.I,J G.H,LJ G.MJ.J E.F,G.HJ.! 4 M M 4OM30M40M40M OM46M 40U50M40W60M 48 X 36 48 X 48 48 X 54 48 x 60 48 X 72 C CC CC C CC CC 9.0B.0 B,CB.0 B•C G.HG.H G.HG.H.I,JGrI.I;! G.N C,HJ.J G.HJ.J G.H,LJ E.F GH,I,J n G.M.LJ G.H.1,J G.HJ,J E.F.G.H.I.J f G H I a M M 46M30M 46M40Ma6Ma6M 46M50M 4 M6 M roMzoM SCM30M SOM40MSOM46M 5OU50MSOIA6OM 4 % 4 54 X 36 51 X 48 Sa % 54 54 X 60 54 'X 72 a 60 x 3b 60 % 48 6C X 54 60 % 60 60 % 72 C CC CC CC CC G E.0 B,Ca.0 B.C. e.0a.c B.0e.0 B,CB.0 0. a.0 B.0 B,CB.0 C o. 9.0 B.0B.0 E.00 H G;M IG,HG.H,LJ G.H.I,J G M I Jc.H G.HG,H G,HJ.J G.H,I.J 0. . M G.H G.H,I,J G.H,UGH,I,J F G H I c.HG.H G.H.I.J G.H,I,J G.M,LJ E.F.G.HJ.J G.H GN,I,J G.M,LJ E.F,G.H!.J EF,G.H,I,J E G.H GJH3.J G.. H.IEF.G.H,I,J E.F,GH,I,J F.GHJ.J M M 55M30M 66 % 3666 E U. 0 B.0 A,3 .C.D HH G.H G.H H G.H,I,J I Alw W.W. A -- A 8 C D H. I I r— T B 10) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAM- SILL MUST COMPLY WITH SEALANT MANUFACTUREP.'S P.ECOMMENOA7:ONS. 56M40M56M46M 66 % 48 66 X 5A OE.0 e.0 B.0 A.E.C.3 A.?.C,S G.MG.H,I,J I G,H.I.J GH,I,J G.H..J E.F.G.HJ.J I t) ONE ADDITIONAL FIELD DRILLED 6: INSTALLED ANCHOR IS REO'D. IN 025" "026" 56M50M 66 X 60 66 X 72 e.0 E.._ Br6c A.3.C.D A.B.CS G,H,I,J G.H.LJ E.F,GHJ.J E.F.O.H.I.J E.F.Gn.I.J U.GH.LJ' EACH JAMB ON THE FOLLOWING SIZES: (73 x 62). 56MP0M H o.n I. 73 X 77.-55M60M" 65 X 71 , h "60M60M" 71 .X71. PLACE 60M OM z72 X 3b B o,_ B.c A.?.C.D G.H G.M G,HI,J ANCHOR BETWEEN ANCHORS "C AND I" AND BETWEEN ANCHORS H 6OM30-V 6OW40M 72 X as CB.0 B AA C.D G.H G,M.I.J G.m.I.J AND J OVER 55 PS, ONLY. 12) WHERE WINDOW 15 INSTALLED IN MASONRY OPENING WITH A STRUCTUAL 60M464 601,150M 72 X 5- 72 % 6C c cBC B., a.0 A.B.C.- A. C. G,N,I,J G.M,I,J I I G,HJ,J E.F,G.M,I,J EF,G.H.t.J EF.G.M•I,J E.F.GH.I.J F G.H.IJ' TWOBYWOODSUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO K(60. 72 X 72 B CB CA,?,C.D G.HJ.J ACHE' JE 1-3/8" MIN. EMBEDMENT AT ALL INSTALLATION FASTENER mADDITIONAL ANCHORS RES"D. SEE MOTE II H LOCATIONS. ON SIZES NOTED IN NOTE H11 ADD A JIO SCREW ANCHOR TO EACH JAMB FOR NOTED O'ciIGNPRESSURES. INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA g F74C 'A_. ..: . TITLE: INSTALLATION DETAIL W1 TAPCONS 9 HORZ. SLIDING FLAiJG= WINDOW SEP.T:ES 1000 uQ F_/'i S A E L E VAT I O N j DA AWN BY: B B APPP.O D BY: VIEWED FROM EXTERIOR _. n ... 5 % TE:I0/23/01 SCALE: NTS DWG.: FLEXO0?0 PPrP rr ;T. PROIIV:T L APPLICATION ENGINEEk:wI. INC. 250 INTZRNATIDNAL PKWY...:J:TE 254 MEAT :0y. :' ;DA 32746 P.40NE 497 605-0365 K 4;7 605-03r a ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE 6 WOOD BUCK STUCCO JBYOTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEADTYP.) CONCRETE OR MASONRY OPENING BY OTHERS 1 C A CAULK BETWEEN B.W. WOOD BUCK 6 (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHEPS — - 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/'.6' DIA. TAPCON SHIM AS R£0'D. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASSTYP.) (SEE NOTES) SHIM AS REO'D. 1/4' MAX. RIGID GLAZINGVBfAO ( INYLSEE MOTES) TYP.) GLASS TYP.)(SEE NOTES) FLANGE TYPE — WINDOW FRAME JAMS CAULK BETWEEN WINDOW FLANGE -- L WOOD BUCK V.V. WINDOW WIDTH) BUCKHEIGHT) CAULK BETWEEN WINDOW FLANGE 1 PRECAST SILL V/ VULKEN 116 ADHESIVE SECTION B—BCAULK, OR APRV'D. EOL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK SIII BY OTHERS W.W. PRECAST SILL v 1I ° n BY OTHERS y A ~ B CNOTESSECTIONA —A 1. •' 11) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE ` D I SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF '1-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J p S, JAMeS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH U VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. FEXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USEANCHORQUANTITYLISTEDWITHNEXTLARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATEWHERETAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHE 1.— EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE, FILLED WITH /6 SCREWS OF SUFFICIENT LTH. /1 TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A 10) FLORIDAXTRUDERS TOOT SERIES SINGLE HUNG IS WAN. THIS ELEVATIONPRINTINTALSOLSOAPPLIESTOTHEFLORIDAEXTRUDERS1500ANO2000 SERIES SINGLE RUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD SUCK. USE 110 SCREWS OF VIEWED FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3/8 MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. 1/4, MIN MBEDMENT D HERS v O 1 p RInETER 1 CAULKOTHERS CAULK BETWEEN) WOOD BUCK 6 MAS'Y. OPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 3oPS: i0 aOPsr To 70PSF 30P9F TO 40PSF A,; TO 7GesrSIZESIZE' 12 18 1/3 x 25 S e F.G F.G 13 18 1/8 x. 37 3/8 8 B F.G F,0 14 16 1/9 x.49 5/6 B B F.G F. 145 18 1/8 x 55 t/4 8 B F.G F.G is 18 1/S x 62 8 S F,0 F.G 16 18 1/8 x 71 8 B F.G F,C!+! 17 11 1 8 X 83 P F G 1M2 25 1/2 X 25 B 8 G IH3 25 1/2 x 37 3/6 8 8 F.G F,G IM4 25 1/2 x 49 5/e 8 8 F.G F,C.H! in45 23 1/2x 55 1/4 8 8 F,G 1M5 25 t/2 x 62 B 8 F,C F.G.HJ.. 1146 25 1/2 a 7 t 8 8 F,C F,G.M! IH7 1 25 1/2 x 83. 8 B F,G.J.K F.CJ.4 30 1/2 . 26 29 1/2 x 25 B B F,G F,0301/2 , 38 3/8 29 1/2 x 37 3/8 49 5/8 S 8 F,G F,G.HJ301/2 , 50 5/8' 29 1/2 x 29 1/2 x 55 1/4 B 8 F,0 F.C.HJ301/2 , $6 1/4 1/2 x 62 8 8 F.G F,G.H! 30 1/2 , 63 30 1/2 . 72 2929 1/2 x 71. 8 B F,G.H.I F,G.H.I 30 1 1 64 29 112 x e3 8 B F.G.J.K F.G.J.K 2223 36 x 25 36 x 37.3/8 8 e F.G F,G 24 36 X 49 5/8 8B 8e F.GF.G F.G.n! F,G,hI245 25 36 X 55 1/4 36 x 61 B 6 F,G,H,I F,G.HJ 26 36 X 71 8 8 F,G.H,t O.E.F,C;+! 7 35 x 83 B B F,GJ.K F,C.HjjJ X 41 X 25 8 e IF F,GMJ42 , 38 3/6 41 x 37 3/8 B 8 F.G F,G.HJ42 . 50 5/e 4t' x 49 5/3 B B F.G,H,I F,G.HJ42 . 56 1/4 42 . 61 41 x SS 1/4 41 x 62 8 B F,G,M,1 D,E.F,GJ•J 42 X 72 41 x 71 B B F,G,M,I 4 , .ea 41 x 83 F.G.J.K F.C.HJ,J.K 48 , 26 47 x 25 B8 ACA,C f,G bF,G,HJ48 . 38 3/3 47 x 31 3/9 5/8 8 A,c F.G F,C.H.148 . 50 5/3 47 x y9 47 x 55 t/4 8 AC F,G.M,1 F.G.H , 4E 36 7/44gx63 47 x 62 B A.0 F.G,H,1 O.E.F,Ga! 41B . 72 47 x h 8 A.0 F.G.H.t O.E.F,G s.I 48 47 X 83 Fr. I. M E F -! K 32 52 1/5 It 25 8 A.0 F.GF.G F.GF,G.H., 33 3a 52 1/6 x 37 3/8 52 1/8 x 49 5/8 8 B ACAC F.G.H.1 F•C.M! 345 52 i/e X SS 1/4 8 A,C F•C.HJ D.E.F,G.H.I 35 52 1/8 x 62 a AX F,G.H.I D.E.F,G!!! 36 52 113 x 71 a AC F,C.H.I D.E.F•G.r.! 37 32 I/. X e3 8 A C I F,G.J.K O.EF,G.JK,JK 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL. , RIDA AQ TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 8 2000 DRAWN BY: BB APPROVED BY: DATE: 10/09/O1 IscALE: NTS DWG.: FLEX0016 PF..EPARED 81: PRODUCT A APPLICATION EIZ-ZERwG. MC-. 250 tNTERNATION A PKY.. SUITE 250. HEATHROW. FLORIDA 32746 PHONE 407 805-0365 FAX 407 SCS-0366 1' MIN. EMBEDMENT CAULK BETWEEN SHEATHING Hr OTHERS TWO BY WOOD WINDOW FIN t BY OTHERS SHEATHING SHIM AS REO' INSTALLATION ANCHOR WOOD StREv SEE NOTES) tIg I / STUCCO By OTHERS 1/4' MAX. PERIMETER SHIM SPACE CAULK By OTHERS FIN TYPE WINDOW FRAME HEADER GLAZING TYP.) SEE NOTES) WINDOWHEIGHT GLAZING CTYP.) SEE NOTES) FIN TYPE WINDOW FRAME PERIMETER WARBLE SILL STOOLCAULK BY OTHERS BY OTHERS r— WINDOW WIDTH 1/4• MAX. SHIM SPACE SHIM AS REp"D. TWO By WOOD SEE NOTES) STUD BY OTHERS CF1 TRA'L cTuam I' MIN. EMBEDMENT GLAZING (TYP.)——++'0SY SN gaE (SEE NOTES)' Vl' W..I1WIDTH1 A 24' D.C. MAX. <- — EOUALLY SPACE WINDOW ANCHORS CTYP.) HEIGHT T A L 6'M' MAX`(TYP.) ELEVATION VIEWED FROM EXTERIOR INSTALLA ION ANCHOR ` DODVTWOBY x8 WOOD SCREW — By By STUCCO BY OTHERS " CAULK -BETWEEN WINDOW FIN —" IN SHEATHING 6 SHEATHINGBY OTHERS .. I'MI N. EMBEDMENT - SECTION A- SHEATHING BY OTHERS CAULK BETWEEN FINTYPEWINDOWFINWINDOW FRAME i SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CA,'N •8 WOOD SCREW By CT HERSSTUCCO BY OTHERS SECTION 3-3 NOTES. .. .. 1) SHIM AS REO'D. Al EACH INSTALLATION ANCHOR. MAX, ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW 'FRAME MATERIAL: ALUMINUM ALLOY .6063;--- . 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1--INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS. 5) USE SILICON'ZED ACRYLIC CAULK FOR PERIMETER SEAL - AROUND EXTERIOR OF W'NDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED IN ANCHOR. CHART, USE ANCHOR OUARTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER. THE P.EOUIREMENTSOF ASTM E1300 CLASS CPARTS... 8) FLORIDA EXTRUDERS 10M SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRJDERS 1500 AND 2000 SERIES SING:: HUNG WINDOWS. I JDATE: 12/ 13/01 ;SCALE: N. T S. IDWG..FLEX0026 W I OF 21 I' ll ear-- .. „e,n. I—, u..n..n — an<_m« re. .61 9C5 036A 7 CONCRETE ORMASONRYOPENING, BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE s VOCD BUCK r 4plll E] L STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYPJ SEE NOTES) Wx WINDOW EIGMT) PERIMETER CAULK BY OTHERS a INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN WOOD BUCK i MAS-Y. OPENING BY OTHERS GLASS cir?a . MIN. (SEE NOTES) 4 EMBEDMENT SHIM AS REO'D. I/4' MAX. tT`e'1ri+ SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL- GLAZING HEAD BUCK / 1HEIGHT) B B RIDGED VINYL GLAZING BEAD - W•H• r FLANGE TYPE WINDOW FRAME a. I a CAULK BETWEEN VMDOW FLANGE L PRECAST SILL V/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV'D. EOL. SECTION A —A:,..._.... B.W. BUCK WIDTH) SHIM AS REO'D. 1/4- MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD CONCRETE ORjCHBEDKHYMASONRYOPENING BY THERS D INSTALLATION ANCHOR 3/16' DIA. TAPCON . v ONE BY WOOD BUCK BY OTHERS v FLANGE TYPE - WINDOW FRAME CAULK BETWEEN PERIMETERWINDOWFLANAULKGECLWOODBUCKByGTnERS CAULK BETWEEN WOOD BUCK 6 W.V. MAS+Y. OPENING WINDOW WIDTH) I SY OTHERS - STUCCO BY OTHERS SECTION B—B T 24 G.C. MAX. (TYP.) 6- MAX. (TYPJ I A ELEVATION VIEWED FROM .EXTERIOR NOTES: 1) SHIM AS RED'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4: 2) WINDOW. FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST B£ OF SUFFICIENT LTH. TO ACHIEVE MIN. - EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. 4) USE SWCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD & JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT USTEO IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITHNEXTLARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS C:'OF*SUfFKIENi8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS.24 IN. O.C.. ISLTH. TO PROAOE MIN. 5/0 IN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALL9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IED• S SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS.-- %— -- 1. 1 - -- 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REQUIREMENTS. 11) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS, 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD SUCK. USE #10 SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MUL'.EO TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. FLORIDA EXTRUDERS INTERNATIONAL; O. RIDA TITLE:! NSTALLATiON DTAIL W/ ONE BY BUCK U FIXED,.FLANGE WINDOW - SERIES 1000 & 2000 nnq DRAWN BY: BB APPROVED BY: 2 1 2GD2 DATE: 10i22/01 (SCALE: NTS DWG.: FLEx0018 StiEET ! QF ? PREPARED BY:'PROOVCT TECHNOLOGY CORP.. 250 INTERMATKMUKcL P. SUITE250. nEATHROW FLORIW 32746 PHONE 407 805-0365 FAx 407 905-:388 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN $HEATHjNG INSTALLATION ANCHOR M8 SCREW EXTERIOR ByOTHERS — PERIMETER / CAULK BY OTHERS WINDOW HEIGHTEXTERIOR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR --- 8 WOOD SCREW EXTERIOR FINISH BY OTHERS I• MIN. EMBEDMENT WINDOW WIDTH II-.— 1/4' MAX. rvoOTHERS OFRAMING I SHIM SPACE N'TRA F1LO110A B•10•A,F. HIE AS R£ O O. ( x SEE NOTES) M A' L U aNAME S2 /\ IMAX, F # SHIMIMSPAC M TER d3 GLAZING SEE NOTE 61GLAZINC CSEE NOTE 6, CAULK BETWEEN WINDOW FIN I' MIN. M3EDMEN" E t SHEATHING SHEATHING BYOTHERSSECTIONA— HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO' D, 1/ 4' MAX. CSEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE . WINDOW FRAME WINDOW WIDTH A - , WOOD FRAMING BY OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR iS SCREW CAULK BETWCEN WINDOW FIN 6 SHEATHING SECTION B-B PERIMETER EXTERIOR FINISH CAULK - BY OTHERS BY OTHERS NOTES' 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2). WINCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I- INTO- WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND.EXT-eR10R OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED• 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE RBf WINDOW IS SHOWN: THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24 O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71" OR A 63' x 95- OR 119' X 37-3/8' MAX. 9) WINDOW UNIT CAN BE . MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION ELEVATION INSTALLATION SHEETS FOR RECIREMENTS. VIEWED FROM EXTERIOR NK FLORIDA EXTRUDERS INTERNAFL SANFORD, ,. ' FLTITLE: INSTALLATION DETAIL W/ #8 WOOD SI FIXED FIN WINDOW — SERIES 2000 J ^ , DRAWN BY: BB APPROVED BY: DATE: 1 / 13/02 SCALE: N. T. S. DWc.: FLEX0030 RED BY: PRODUCT TECHNOLOGY CORP.. 250 ZERNATIONAL PKWY. SOTE 250. LAKE MARY. FLOAGA 32746 PHONE 407 $05-0365 FAX 407 0 CAULK BETVEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS BY OT.DR FINISHBYOTH"cR$ - PERIMETER CAULK - BY OTHERS WINDOW FRAME MEAD WINDOW MIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CA,'LK BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN WINDOW FLANGE 6 WOOD BUCK CAULK BETWEEN VCIOD BLOCK L MASONRY OPENING BY OTHERS of CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD NOTFC. BUCK BY OTHERS 1) SHIM AS REO'O AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM.. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL! ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16- CIA, TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO MIS, CIA. TAPCON ACmCr MIN. EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 24 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTM. TO PRONTDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. d 1-1/4- MIN. 4) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY EMBEDMENT SUCK. USE /10 SCREWS OF SUFFICIENT LENGTH T ACHIEVE 1-3/_ MIN. 1 EMBEDMENT AT SAME SPACING STATED- IN NOTE 3. - 5) USE SiLICON1 ED ACRYLIC CAULK BEHIND WINTER FLANGE A7 HEAD. SILL JAMBS. 1- 1/4' MAX. 6) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF SHIM SPACE WINDOW FLANGE. 7) CLASS THICKNESS MAY VARY PER THE REOVIREMEWS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY8) BUILD DOWNOTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE 'STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSOAPPLIESTOFLORIDAEXTRUDERS1750SERIES8[ 2000 SERIES. SHIM A$ REO'D 10) ELEVATIONS S.-IOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OFSEENOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALLCONFIGURATIONSTHATCANBEMANUFACTUREDFROMTHE1000. 1750, h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. GLAZING (TTP. SEE.NOTES) 4 CONCRETE. OP, MASONRY BY G"HERS HCTION A —A INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D.. SEE NOTES) SHIM AS REO'D SEE NOTES) WINDOW FRAME JAMS GLAZING (TIP. SEE NOTES) 1-I/t' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE ONE BY WOOD BUCK BY OTHERS Q V16- LAANCHOR B/ 16DIA. TA TAPCON PERIMETERCAULK BY OTHERS EXTERIOR FINISH J BY OTHERSVINDOVWIDTH n CAULK BETWEEN VOC: BUCK t MAS'Y OPENING it OTHERS - C CAULK BETWEEN WINDOW FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTMCRS PCTION B- B WINDOW WIDTH A Dw IT / WINDOWHEIGHT B6 A . A L 1/ 4'MAX. EXTERIOR ELEVATION EXTERIOR ELEVATION SHIM SPACE B.O. F- INTERNATIONAL. INCXTRliDER/. MIN. E-M, BEDMENTNAW—S FLORIDA E SANFORD, FLORIDA ONE BY WOOD 1 J _Jt TITLE:FLANGE INSTALLATION DETAIL CONCF._TE HEADER V/1 BY B:: K BUCK BYOTHERS ( J r - DESIGNERFIXED WINDOW 1000. 1750. L 2000 SERIES V. DRAWN BY: BB APPROVED BY: DATE: 02/ 12/02 SCALE: NTS DWG.: FLEX0035 R[r,. t[]-). ]Kt t[MQAGr C7'. !'][ Mt[tti,•l Rv6. 1:: •f L]0. H: 1Tv, IVOtlF ]2)N I)G+t Y> tC]-A%] to tl) k':-Wl INSTALLATION ANC.'-!GR ONE BY SUCK co SCREW Hr OIHERS BUCK WIDTH CAULK BETWEEN VINDC':BUILD DOWNOTHERSFIANCEtSHEATHINGBYALSOAPPLIESN SO;E_ TWO HT FRAMING TO SILL) 1) SHIM AS PEO'O. AT EACH INSTALLATION ANCHOR WITH LOAD. BEARING SHIM. MAX. By OTHERS \ F.Y WOOD rT !P) ALLOWABLE SHIN STACK TO BE 1/4'• 2) WINDOW FRAME MAT ER:AI' ALUMINUM ALLOY 6063. By CTHCRS MIN. 3) TAPCON INSTALLATION ANCHICRS AT SILL MUST BE OF SUFFICIENT LTH. TO ACMIEF SHIN AS REC•D r1-3/8 IIII IEMBEDMENTMIN. EMBEDMENT OF 1-1/4' INTO MASONRY OP. CONCRETE. /10 INSTALLATION SEE NOTES) SCREWS ATHEADhJAMBSMUSTBEOFSUFFICIENTLENGTHTOACHIEVE1-3/8' I MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. EXTERIOR FINISH YY OTHERS INSTALLATION ANCHORS k SCREWS TO BE PLACED 6 IN. FROM CORNERS A 24 IN. O.C. MAX. W!NDOV FRAME 4) USE SN.ICCNUZED ACRYLIC CAULK SEHINO WINDOW FLANGE AT HEAD. SILL h JAMBS. JAMS S) VSE SILICONIZED ACRYLIC CAULK FOR PE'RIuETER SEAL AROUND EXTERIOR OF wINOOw FLANGE. GLAZING (TYP. 1/4' MAX. 6) CLASS THICKNESS MAY VARY PER Tr•E REQuIREMENTS OF ASTu E1300 GLASS SEE NOTES) SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN- INSULATING GLASSIS ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION.OF WINDOW FRAME TO BE ,ENGINE -RED BY OTHERS: SUED DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELr TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PER:ME7ER CAULK By OTHERS WINDOW FRAME HEAD I W NDOW HEIGHT EXTERIOR 1-3/8- MIN. EMBEDMENT 1/4' MAX. SHIM SPACE CAULK BETWEEN iVO 31 BUCK t CCNCPVE BY OTHERS INSi ALLATIDN 1NC. OP co SCR:': QCAULKBE7wCEN WINDOW FLANGE t W_oD SUCK Q SHIM AS PEO' D SEE NOTED 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER wIN.43w SHOWN. THIS PRINT ALSO APPLIES' TO FLORIDA EXTRUCERS 1750 SERIES & 2000 SERIES. - e) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONFIGURATIONS. THISSHEETAPPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE, 1000E 1J50. 3 2000 SERIES DESIGNER FIXED w: NOOw FRAMING SYSTEMS. PERIMETER CAULK BY OTHERS CONCRETE OF, MASONRY BY OTHERS 10) WINOOw UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR. REQUIREMENTS. - WINDOW WIDTH —- 1 TYP. I GLAZING SET_ NOtEb - WINDOW FRAME' SILL I PERIMETER CAULK SHIM AS REO'D - Br OTHERS EX-fl% ISCR SEE NOTES) niNISH OTHERS BUCK HEIGHT 1/ 4' M. V.. SHIM S;--E WINDOWWIDTH A wIN00w r 1 HEIGHT B B A EXTERIOR ELEV,^- 10N CAULK Y_ TVEEN J 4 . d I WINDOW FLANGE 0 t ONEiYWOODHUCK \ (+?7 T I' ,( 7 1-1/4' MWa .r.lq RAL i L©iL11JZ-IL 8.0..k , CAULK YET':fEN EMBEDMENS • WOOD 9I O t a' LOUFACrMR NAM: MASONP.• OPENING -- ONEIII WOOD3rOTHERSBUCK' BY OTHERS caNcRETE DR CFCTION A —A HAMR FJU _ MASON; • - - INSTALLATION AN0(c BYATHERS3i16' DIA. 1APCON 7 EXTERICP. FINISH SECTION 8- 6 BY OTHERS mNC\^w W10TH A WINDOW HEIGHT A. = EXTERIC- E_ EVATIONc :: n. auc xv v* cv.4: ..c a.o. wtt xx. a•r.xay. nyl:a• lx-.. we .a+ n:-rx: r...o> r::exa I' YIN. 1/4• MAX. %B INSTALLATION EHBEIP+ENT SHIM SPACE ANCHOR SCREW (TYF) CAULK BEHIND FIN TWO Br FRAMINGSHInASREO'D. By O7tERSSHEATHINGTWOByBUILD - (SEE NOTES) BY CTH£RS DOWN BY OTHERS CAULK BEHIND TIN FIN FRAME JAMB 1 NO LS 08 INSTALLATION I SHIM AS REO'D. 1) $HIM AS REO'0. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ANCHOR SCREW (TTP.) I ( S£E NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE L/<'. GLAZING (iYP. j --iL2) WINDOW FRAME MATERIAL: ALUMINUM ALLOr 6063. SEE NOTES) . 3) USE SILICONIZED ACRYLIC CAULK. BEHIND WWDOW F.N AT MEAD, SILL k JAMBS. L Y Nix In SPACE A' USE SIIK:OFRAME. ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF E'IBEBtXt WInDOw FRAME. S GLASS THICKNESS LAI vaZS PER THE REpJTING CLA OF ASTM OuA GLASS CHARTS. SINGLE GLAZING K S.HOWN, INSULATING GJ55 15 ALSO OUAl61E0. SHEa7niNG 6) SCREW ANCHORS AT HEAD, SILL k JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT By CTHERS EXT ERIOR FINISH 1 LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /B EOTHERS o SCREW ANCHORS .6' FROM CORNERS AND 24' O.C. MAX.. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION Of WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY By OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRIM ALSO PERIMETER CALK BYOTMER% APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. WINDOW WIDTH—.-; Br. OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT1$ NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN. fRAMC MEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. @ 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SEC I ION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING ( TYP. SEE NOTES) - VINM ( IEIDHTEXTERIOR PCRIMETER CAULK By OTHERS EXTERIOR FINISH- BY OTHERS e INSTALLATION—' ANCHOR SCREW (TYPJ SHEATHING — BY OTMCRS FIN FRAME SILL SHIM AS RCO'D.-- SEE NOTES) / L S15M SPACE III) iw0 BY FRAMING EXTERIOR ELEVATION By OTHERS CAULK BEHIND FIN SECTION A 2002 hY ITI EXTERIOR ELEVATION FLORIDA EXTRUDERS' SANFORD, F ORIDATITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY:BB APPROVED BY: DATE: 02/14/02 SCALE: NTS DWG.: FLEX0037 MIWA Ai' I ' )(CMRA4r C - •vt. -It -. K.t•.f. ILM. .1.t N 41 -• 3 iu Mt -- CONCRETE OR SHIM AS RE'O'D MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE L WOOD BUCK CAULK BETWEEN RIMETER WOOD BUCKPE6 CAULK :- MAS'Y. OPENING OIH£ lS BY OTHERS STUCCO -- 7 e {1 By. OTHERS O ; I IINSTALLATION ANCHOR H8 SCREW (TYP. WHERE TAPCONS ARE NOT REO'DJ SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR 3/ 16' DIA. TAPCON t 1/4- MAX. SHIM SPACE CONCRETE OR INSTALLATION R8 SCREW (TYP. ANCHOR 1 1/4' MIN. WHERE EMBEDMENT MASONRY OPENING BY OTHERS ONE BY WOOD APCONS ARE NOT REO'D.) 7 BUCKBYOTHERS1 1/4' MIN. EH? EDMENT ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHORCAULK 3/ 16' DIA. TAPCON _\ BETWEEN WOOD BUCK BG BY OTHERS SLIDING GLASS I ' I I TEMPERED GLASS ) p CAULK B W_EN TYP.) DOOR FLANGE L WOOD .BUCK, PERIMETER ` ONE BY WOOD CAULK BY CONCRETE OR BUCK BY OTHERS OTHERS MASONRY OPENING BY OTHERS STUCCO BY OTHERS S. G.D. WIDTH - - U CO 41 B. O.4.F.TEMPERE GLASS TYSECTION R it 'AMIRER DI j' • SUI NOGLASS OCIOR INTERLOCK MASTER FHX # HOOK STRIP DETAIL T : A f 1) DOOR MATERIAL, ALUMINUM ALLOT 6063. 2) TAPCON TYPE INSTALLATION AECMORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. CMBCDECNT T pF IL,/t'.INTp MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS.FRONT TO HACK IN ALL FRAME MEMBERS. 4) ' 1APCON ANCHOR CHART ON BACK OF THIS SMCET. - S) USE SILICONZED ACRYLIC. CAULK BEHIND DOOR FLANGE AT HEAD L JANIS. 63USESILICONIZED' ACRYLIC CAULK FOR PERIMETER SCAL AROUND_ EXTERIOR O<• -DOOR " .. J) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR [HART, USE ANCHOR OUANTITY LISTED w1 H NEXT LARGER ET FOR THE USC CLOSE DESIGNS DOOR RED'D. -" 8) FOR POCKET DOOR SITES USE CLOSEST SIGN DOOR SIZE! CONFIGURATION 10 FINISHED OPENING: PLACE THICKNESS IN YFRONTVA OF ROOK STR_E AS $HpWN 9? ALL APPLIED IEDWARY PCRNOT DESIGNATED FR ASTM...E1300 GLASS LL6 BS. 10) ALL FACTORY APPLIED HALES NOT DESIGNATED MSig' FOR TAPCON ANCHOR SH)C BUCK. BE f1lLE6 iiltR XB $CREW/" -" 3BOFSUFFICIENTLENGTHUNGICHDRE3/B' EMBED - ENT INTO WOOD INU M) DOOR WIT Ti APPROVED USING TEMPERED GLASS IN SMALLGLAZED OR I:AL[R. INL GLASS. 12) JAMB Y S E01. RT CA. ARE Or IN SCALED vaH A $MAIL -JOINT SEAM SEALER. 14) ALLSHIM AS RED'D. AT -EA. SET' MU iNSBE "L TOO ANCHORS. MAX. ALLOWABLE SHIN STACK TO BE I/6'. - - 14) ALL INSTALLATION ANTS MO MUST BE MATE OF CORROSION RESISTANT MATERIALS. - IS) CONFIGURATIONS X' REPRESENTS MISTED PANEL AND -O' REPRESENTS r THIS PANELAPPRISED qCONFIGURATIONSAREASLISTEDONANCNGR [HART O)N BACK. S THIS SNf£T. ' 16) NOT ALL CONFIGURATIONS IISi[D AeOV[ ARE SHOVE ON 'tNi DRAWING. Hpvf vER INSTALLATION EXTERIOR ELEV=-:ON - SECTIONS 'A-A'.'H-H', L NOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED. 2 PANEL DOOR SHOWN 17) INSTALL CONFIGURATIONS. - . LONETAPCON IN CALM PAIR OF FACTORY APPLIED INSTALLATION HALES UNLESS MUTED OTHEII- M ON M CNIR CHART. SEE BACK OF THIS SHEET. I81FLORIDAEXTRUDERS1000SERIESSLIDINGGLASSDOORISSHAVE. THIS PRINT ALSO APPLIES TO , 2000 SERIES AND 300'SCRIES. Z. LIBERALLY APPLY. - -' CAULKING UNDER SILL OR SET SiLL iN BED - INSTALLATION ANCHOR OF CONCRETE 3/16' CIa.TAPCON SECTION A -A r 9 ) SLIDING GLASS DOOR FRAME HEAD J L1 TEMPERED GLASS ( TYP.) DOOR HEIGHT EmBEDMENT 1- 1/4' M'N. I UHI L:IV/ LJ/ Vl IJl.nl-L. 1 f- TLL/1 V'JL 1 e..., r e.. v... .nY-art-n ca r...ai-e_s-mAA 13 INSTALLATION ANCHOR — DOOR WIDTH a1/4• MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'0'D x8 SCREW TWO BY WOOD x8 SCREW cSEE NOTES)_ 1-1/B MIN, BY OTHERS TWO BY WOODSHEATHING BY OTHERS CAULK BETWEEN EMBEDMENT BY OTHERS i DOOR FLANGE TWO BY WOOD SLIDING GLASS a SHEATHING By OTHERS DOOR FRAME CAULK BETWEENJanaHOOKSTRIP SHEATHING 1 SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP 1/4 "ax. 7 (SEE NOTES) i SHIM SPACE I' qJ INSTALLATION ANCHOR.1-I/8'M1N. ' t+1/6 MIN. x8 SCREW EMBEDMENT EMBEDMENT ZTEMPERED GLASS J CAULK BETWEENSTUCCO (TYP. OR SIDING ' DOOR FLANGE ... . SBYOTHERSH.EainING SLIDING CLASS DOOR FRAME - PERIMETER HEAD SHEATHING CAULK BY - BY OTHERS . OTHERS PERIMETER SHEATHING , CAULK BY BY OTHERS TEMPERED GLASS ED OTHERS STUCCO (TYPJ STUCCO OR SIDINGTEMPER GLASS TEMPERED OR SIDING - _ BY :OTHERS BY OTHERS SLIDING GLASS DOOR 2•w.. .. .r ,,. , A .-5.. .. INTERLOCK .: ... 1L'rt. :....-.ia .. - sa"1 ..- ... _ DOOR _ _ EIGHT SECTION E-B HOOK STRIP DETAIL. SLIDING, GLASS. DOOR FRAME SILL D 11 DOER MATERIAL+ALUNIM.M! ALLOT 6063. _"... _. 21 R9 WSTALLATION SCREVS MUST BE Or-SUFFICICNT LENGTH TO ACHIEVE MIN. EMBEDMENT. - 0< 1-1/B'. INTO VOOD..TAPCON_ YPE INSTALLAT12N ANCHORS AT. SILL MUST BE OrSUFFICIENTLENGTHTOACMEvCMIKEMBCDNNEN7Or1-1/4• INTO MASONRY O.R CORCIt, 3) INSTALLATION ANCHOR CHART ON BACK Or THIS SHEET.- -- NC'- 4) USE SILICONIZED ACRYLIC CAULK BEHIND DER FLANGE Al HEAD t JAMBS. ; 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR Or DOOR. ' 6) IF CXACT DOOR SIZE IS NOT LIStCD IN ANCHOR CHART USE ANCHOR QUANTITY LISTED WITH NEXT ; LARGER SIZE. FOR INC APPROPRIATE DCSIGN-PRCSStRC REO'D.- --_. .....,._ .: ' 71. FOR POCKET DOOR SIZES USE. CLOSEST BYPASS DOOR SIZE t COWIGURATION TO FINISHED OPENING PLACE INSTALLATION ANCHORS. IN FRONT Or NOOK STRIP *AS SHOVN. - ' - -, . H1 GLASS THICKNESS MAT VARY PER REOUIREMENTS OF AS7M C1300 GLASS CHARTS - '- 11 .DOOR UNIT IS APPRQvCD USING TEMPERED. GLASS IN SINGLE GLAZED OR- INSULATING .GLASS101JAMB / SILL CORNERS ARE TO BE SCALED. WITH A SMALL JOINT -SCAM SCALER. i11 SHIM AS RCO'D AT EA SET OF INSTALLATION ANCHORS. MAX. ALLOVABLE SHIM STACK -TO BE 1/4•. 12) ALL INSTALLATION ANCHORS MUST BE MADE Or C3RR0 ION RESISTANt MAT RIALS . a r 13) vMCRE 'X' REPRESENTS MOVING PANEL AND •0• PCPRESCNTS FIXED PANEL APPR vE0CONFIGURATIONSAREASLISTEDON. ANCHOR CNART ON BACK OF THIS SHC T ELEVATION NOT CONFIGURATIONSB-LAST StRIP°DCTALC AP>LyTO INSTALLATION OF ALLVAPP'ROVED `AT' ON i G EMBEDMENT EXTERIOR CONFIGURATIONS ... . A 1-1/4' MIN. 2 PANEL DOOR SHOWN 151 FLORIDA CX7RUDCRS 1000 SERIES SLIDING GLASS DOOR IS SNOVK THIS PRIMt ALSO APW.ICS TO - - 2000 SCRIES AND 500 SERIES ._. ._ A ° REV DESCRIPTION DATE INI EXTRUDERSTALIBERALLYAPPLY INSTALLATION ANCHOR F L 0 1 P\ + D 1 1 INT. INC. SANFORD FL. CAULKING LINDER SiLL ..- OOR SET SILL F CON_RE E IN BED 3/16• D:A. TAPCON. TITLE: SLIDING. GLASS DOOR SECTION A`A INSTALLATION' WITH #8 SCREWS' DRAWN BY. BB APPROVED BY: F 1, 2002 PATE: 12/17i01 !SCALE: NiS DWG /FLEx0027 SHT 1 OF MM'P41ND 2, PRODUCT L APPLICATION EMGEMECRIM6. IHC- 212 INTERNATIONAL ftV% T11TC 250..CATNCv. rLORTDA. 327.6. 407-805-0361 rAt 407-90-OTC i 1000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOVFLANGES- L MILLION SEALANT BETWEEN1, 0 \\ p8 X 3/4 SELF. ' R WINDOWFLANGES 1000 SA TAPPING SMS HEAD (TYPJ IDBESNSEALANT WFWGSECTION A -A (1) L MULLION . - 1000 r P,W DESIGNER SILL (TYPJ I #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 V TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION p8 X 3/4 SELF 1000 S. M. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION 1000 P. W DESIGNER '.SEALANT BET' WINS FLAWrSILL (TYPJ L MULLION r 68X,3/4 SELF TAPPING SMS1 X 4 X 1/8 Arwwr___lnni T TUBE MULLION r8 X 3/4 SELF 1000 S. H. TAPPING SMS HEAD (TYPJ SECTION A - A (5) APPLIES TO HEAD do SILL WHERE I' X 4' 1000 P.V DESIGNER 2- X 4 TUBE MULLIONS ARE USED SILL (TYPJAUXILIARYPLATEAICCFORADDITIONAL ANCHORS, VHEN REQUIRED) SELF MS SHEATHING 1X2X3/8 0 TUBE MULLIONPTUAN-GINSTALLATION ANCHOR # 8 WOOD Hu t i0N SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP . Y WOOD . 8 3/ 4 SELF :CK BY 1000 - TAPPING SMS OTHERS S.H. HEAD (TYPJ 1000 P.V./DESIGNER SECTION''A- A (2) - - SILL CTYPJ - MULLION APPUES TO HEAD h SILL WERE I' X 2' 1000.P. W DESIGNER #8 X 3/4 SELF k I- X 2 7/16- TUBE MULLIONS ARE USED SILL (TYPJ TAPPING SMS DETAIL MB X 3/4 SELF 2X4X3/8 TAPPING SMS, TUBE MULLION 1X27/16X !!! SWATHR TUBE MULLION SEALANT BETWEEN WINDOW FLANGE - L MULLION 08 X 3/4 SELF 1000 S. M. TAPPING SMS HEAD (TYPJ 88 X 3/4 SELF_ TAPPING SMS SECTION A - A (4) - 1000 S.H. HEAD (TYPJ 1000 P. W./DESIGNER SECTION A -A (%) SILL (TYPJN8X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 lF LI lyll/ TUBEMULLIQM'_ aTaS i5 Ac U GoI 08 X 3/4 SELF ION S. H. TAPPING SMS HEAD (TYPJ SECTION A - A (6) 200 - INSTALLATION ANCHOR t8 VOID SCREV - CTYPJ IORIZ CLIP L1 1/ 8' MIN. EMBEDMENT J 1 Lie• HIM. EMBEDMENT I92L_ G r A . _.. H p l FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD.. FLORIDA Tnu:SER. . 1000/1500 FIN SHEET i OF-2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET '2 "OF 2> 'FOR DESIGN PRESSURE CAPACITIES.. DRAWN BY: MSH APPROVED BY. DATE:2/ 6/02 SCALE:NTS - - DWG.: 1HMFINTR SEALANT BETWEENWINDOWFLANGES a MULLION 1000 P.W./DESIGNER SILL <TYPJ r #8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BE WINDOW FLO L MULLION 1000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TYPICAL TO JAMS TO ERE I- fE O'JAMB ^• D ETAIAPPLIESTOJAMBWHERE1' X 4' Qk2' X 4' TUBE MUWONS ARE USED) TAPPING SMS CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA.' 1 X 2 X 3/8 1 TAPCON SCREW ANCHOR (TYP.) TUBE MULLION EXTERNAL MULLION aEEN ONE BY VOOD INSTALLATION CLIP ES .' NTF.4 , E''Y ORMA B. ®. A. F. BUCK BY OTHERS PLIP MAMNACTUM NAME: GoR/D;4. krRUD RsU #8 X 3/4 SELF #8 X 3/4 SELF MULLION - STER F+ TAPPING SMS 1000 S.M. TAPPING SMS 1000 S.M.HEADHEAD (TYPJ (TYP SEALANT BETWEENWINDOWFLANGES SECTION A —A (1 i SECTION A —A (2) L MULLION 1000 1000 P.V./DESIGNER SILL (TYPJ1000P.V./DESIGNER P,V./DESIGNER SILL (TYPJ SILL (TYPJ.. r SILL Q 8 X 3/4 SELF r #8 X 3/4 SELF #8 X 3/4 SELFTAPPINGSMSTAPPINGSMS1X27/16 X 3/8 TAPPING SMS1X27/16X1/8 2X4X3/8 TUBE MULLION TUBE MULLION ( t-1 1/4' HIM. I I TTUBE MULLION EMBEDMENT SEALANT BETWEEN I SEALANT BETWEENWINDOWFLANGES __-- JJ Vp DOV FLANGE LMULLIONaMULLION8 X -3/4 SELF \—#8 X 3/4 SELF Y000 S.H. TAPPING SMS 1000 .S H TAPPING SMS HEAD ( TYPJ HEAD (TYPJ' SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) WINDOW FLANGES. MULLION MuN1000 P.V./DESIGNER SEALANT BETWEEN . 1000 P.V./DESIGNER r SILL (TYPJ WINDOW FLANGES SILL (TYPJ 8 X 3/4 SELF L NuLION 8 X 3/4 SELF TAPPING SMS 1X4X1/8 TAPPING SMS 1 X 4 X 3/8 TUBE MULLION % TUBE MULLION 8 X 3/4 SELF #8 X 3/4 SELF 1000 S.M.TAPPING. SMS 1000 S.M.TAPPING SMS 19 HEAD ( TYPJ HEAD (TYPJ k SECTION A —A- (5)w _ ;SECTION 'A —A f 61,_. APPLIES TO HEAD do SILL WHERE 1' X 4" 1000 P.WJDESIGNER 1000 P.W./DESIGNER SILL .(TYPJ SILL (TYPJ AUXILIARY PLATE 2 X 4 TUBE MULLIONS ARE USED TOR ADDITUMAL ANGIORS. VMEN REOUIREW 8 X 3/4 SELF #8 X 3/4 SELF Q DETAIL G TAPPING SMS TAPPING SMS SHEATHING 1X2X1/8 1X2X3/11 . TUBE MULLION TUBE MULLION — — INSTALLATION ANCHOR #8 WOOD ` SEALANT BETWEEN SCREW (TYP.) WINDOW FLANGES - --. Muulox MULLION. EXTERNAL MULLION: INSTALLATION CLIP TWO BY WOOD SEALANT BETWEEN 8 X 3/4 SELF 8 X 3/4 SE . CE WINDOW FLANGES L MULLION 1000 S.H. TAPPING,SMS 1000 S.H. TAPPING SMS HEAD (TYPJ HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION -A-A . (1) SECTION A -A (Z) L MULLION - 1000 P.W./DESIGNER SILL (TYPJ 1000 P.W./DESIGNERrSILL (TYPJ 8 X 3/4 SELF r #8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION TAPPING SMS IX27/16X TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION SEALANT BETWEEN WINDOW FLANGE 8 L MULLION . X 3/4 SELF 1000 S.H.' TAPPING SMS 8 X 3/4 SELF 1000 .S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A -A .(3) SECTION 'A=A (4) WINDOW FLANGES t MULLION. r 1000 P.W./DESIGNER SEALANT BETWEEN I SILL (TYPJ WINDOW FLANGES; 1000 P.WJDESIGNER 1 SILL (TYPJ i L.MULLION 8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION LiJLJ 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS 1000 1000 S.H. TAPPING SMS1SH HEAD (TYPJ . HEAD (TYP.) ... SECTION A -A (5) SECTION A -A (6) BUCK BY OTHERS caLeril7 RJ.! t,.a a/RF.R VA.= MULLION DETAIL 1 .. 1000 P.W./DESIGNER t ) to r A SILL (TYPJ 8 X 3/4 SELF TAPPING SMS. 2 X TUBE MULLION I 1 1/8- MIN E1 FVATION VIEWED FROM EXTERIOR DETAIL 'APPLES TO HEAD k SIU.`WHERE1' X 2' I- X 27/16- JUSE MULUONS ARE USED SWATktNG va INSTALLATI@l ANCHOR se VOOD. SGtEV TTP) HORIZ CLIP. . 8 X 3/4 SELF TAPPING SMS 1000 S. H. SECTION A -A (7) HiN HEAD (TYPJ l ve EHBEDMENt FLORIDA INTERNATIONAL. EXTRUDERS. SANORD, EDA SANFORD; FLORIDATnu:SER.. 1000/11500 FIN SHEET 1 OF _2 TWIN -HORIZONTAL MULLION SECTIONS - SEE OTHER SIDE (SHEET-2 OF 2) FOR u " x DES IGN,.PRESSURE CAPACITIES iB rr_ k ZD02 " _ R6WY BY: MSH APPROVED. BY: DATE:2/ 6/02 SCALE: NTS DWG.: 1 HMF I NTI SEA.:.!uN" BL7':EE°7 WINDOW FLANGES 6 MULLtLON 170C F.W./DESIGNERISIL,_ eTYP.) nn /-'' xS X 31A SELF II / TAPPING SMS X 2 X 1/9 SEA' ANT a=TW«N WINi.^_W cLAkGES- S M'.JLLIE:N 96 X 3/4 SELF ngn S1. TAPPING SMS c 2ET` cAANT `-ES SECTION A —A (IL\J•J F_4NGES f- i0w P.W./DESIGNER SILL (TYP.) kG X 3/4 SELF TAPPING SMS r1 X 2 7/16 X 1/8 1I1T1 / TUB. MULLION SEAL.ANT BETWEEN WINDOW FLAN CES- L MULLION 9 X 3/4 SELF Woo S.H. TAPPING SMS HEAD (TYPJ SEALANT BCTWEEN SECTION A --A (3; VINZOV FLANGES 6 MULLION Iwo P.W./DESIGNER' _ SEALANT BETY£IN r SILL (TYP.: WINDOW FLAN—i A9 X 2/4 SELF S MULLION TAPPING SIMS X 4 X 1/8 lO1—I ' TJDG n:iLLivir 1 GC P.W,/DESIGNER YPICAL MU!! ION TO CONCRETE G JAMSrl , {.(APPU£S TO JAMS WHERE I' X 4' I SILL <TYPJ k 2" 'T;BE MULLIONS USED) tQ , i UE X 3/4 SELF 1 j TAPPIN,' SMS It ! I OT;; T£ %F: MASONRY BY ! t 1 BY (7THERS Nil 11 /X 2 X 3/0, II 11,NSTA.LLATIC'N ANCHOR 3/io' VIA, Mom, t _ - - EX, ERNAL MULLION d 1 ti EY WLIC.D—-INSTALLA.:ON CLIP laupum NAM, XANW 1.:9 X ;!4 SELF OLRl09 U F M i I HJLLiON 1sCONA -A (z Qc. r,t,`./DESMNER 1 SILL <TYP. SILL (TYP.) f i E X 3/4 SELF' TAPPING SMS j -8 X 3/4 SELF i X 2 7/16 X 3/2 / APPING SMS 1 TUBE MULLION 1 1 1/4 MIN_ f , T1:BE L ! I ,, E:M&: ,E T S=ALANT BETWEEN L'itiwW FLANGE s MULLION 8 X 3/4 SELF 11000 C.H. 1AF?IN3 .SMS HEAD (TYP.) SECTION A —A (4 F- 1000 F.W/DESIGNER t k8 X 3/4 SELF TA?PINu SMSr I X 4 X 3/8 DC tt8 X 3/4 SELF °V \-ftE J( 3/A SELF TAPPING SMS.. - 1 TAPPING SMS I0c8 s:N, roc s.a. HEAT (TYP.) 6EAD (TYP.) i-CT:ON A --A (5` 5J C N_ A`e, ,%5) r8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYF.) SECTION A —A (7i MrTAt•- B-.y f 1 I1 EL EVATiON ViEWE-0 FROM EXTERIOR P iTrrLE: SE R. 10LO,1 150C, FLANGE :SHEET 1 OF,2_: i I TWIN HORIZONTAL MULLION SECTIONS' LO n- S c L,!ncr S_1JL :Snc i 2 (7i ci .TOP j ES.IGN•PR SSURE CAPACITIES F EB 1 5 2J,3Z jDRAWN BY: MS H APPROVED BY: DATE:2/4/^? SCALE NITS" DWG.. 1HMFLf73TW 7 r1000 P.W./DESIGNER SILL (TYP.) iJ 8 X 3/4 SELFN#APPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION - F8X3/4 SELF 1000 S.H. TAPPING SMS SEALANT BETWEEHEAD (TYP.) WINDOW FLANGES SECTION A —A (1).- L MULLION 1000. P.W DESIGNER SILL ( TYP.) 8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 f TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - MULLION. 8 ' X 3/4 SELF 1000 S1{ .TAPPING SMS HEAD ( TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL CTYPJ WINDOW FLANGES L MULLION 8 X 3/4 SELF TAPPING SMS IX4X1/8 yI / TUBE MULLION 1000 P.W./DESIGNER SILL ( TYP.) 8 X 3/4 SELF TAPPING SMS IX2X3/ 8 TUBE MULLION AUXIU U?Y PLATE FOR ADDITrOML ANCHORS, VHEN REQUIRED) APPLIES TO HEAD & SILL WHERE 1" X 4" k 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD. SCREW CTYPJ-. . EXTERNAL MULLION CFMRAL FI GPJD R.. 'o BY WOOD F_ INSTALLATION CLIP 8 X 3/4 SELF GK $Y OTHERS 1000 S.H. TAPPING SMS . BIAA ACTURER NAME: t HEAD. ( TYP.) ' OR/P4,{r1P SECTIONA=A (2) —'+ / _ MULLION 1000 P.W./DESIGNER ls.t•5.STER Far # 6 r SILL CTYPJ DETAIL c` A r #8 X 3/4 SELF 1000 P.W DESIGNER ) TAPPING SMS SILL CTYPJ IX27/ 16X3/8 TUBE MULLION #8. X 3/4 SELF TAPPING SMS IF2 TUBEMULLION SEALANT BETWEEN J WINDOW FLANGE L MULLION.' 8 X 3/4 SELF L— 1000 S.K TAPPING SMS , HEAD ( TYP.) SECTION A —A (4) 1000 P.W./DESIGNER SILL ( TYP.) - 8 X 3/4 SELF TAPPING SMS 1X4X3/8 TUBE MULLION J 8 X 3/4 SELF #8 X 3/4 SELF NAPPING SMS ` 1000 S.H. TAPPING SMS 1000SHHEAD CTYPJ — HEAD (TYP.) SECTION'' A—A (5) SECTION A —A (6) 1 1/8 MIN. EMBEDMENT ELE4noN':_ _..- VIEWED FROM EXTERIOR DETAIL 8 .APPLIES 70 -HEAO dc-SILL..WHERE 1' X 2' . t ' YES 2 7/16' TUBE MULLIONS ARE, USED SWATND4 .._:: STALLATION. ANCHOR - fB- WOOD SCREW .... CTYP.) 8 NORIL CLIP X 3/4 SELF NAPPING SMS SECTION A —A (7) l000sm. HEAD ( TYP.)I tire• MIR EMBEDMENT -' FLORIDA EXTRUDERSERxATTorrAa., JNC SANFORD.- FLORIDA TrrLE: SER. . 1000/1500 FIN ..SHEET 1 mOF.2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S HAPPROVED B.Y. DATE: 2/6/02 I SCALE: NTS DWG.: 1 HMF I N 000 P.W./DES:GNER S!LL (T kC Y 7/4 SELF TAP?!NG SMS 1 k 2 X ,/E T i SLA A\ 3'iVE\ W N FLANGES' L K.;L_MN N`# eSEALANT -Bwm,: WINZOy - LANCES, X 3/4 Scl_' . S N"JLLICN` S.P. TAP. N S'i$ AcAI, :, ye.; SEALANT BETW c WINZOV FLANGES SECTION . A —A (1 ) a t4JLLIL!N 010 P.W:/DESIGNER rS:LL (TYP.) 8 x 3/4 SELF TAPPING SMS 1 X 2. 7/15 X 1/8 1 / TUBE MULLI2N SEALANT BETWEEN WINDOW FLANGES- L MULLION . 8 X 3/4 SELF 100G S,H. TAPPING SMS HEAD ( TYPO SEALANT BETWEEN SECTION A -A (3) WINDOW FLANG=S - - a ML:.LION Cal P.W /DESIGNER SEALANT BETWEEN LL jSI(TYPO WINDOW -LANGG:S j A8 X 3/4 SELF L MULLION I TAPPING SMS 1 1X4XVO IUBL 1-..L'LLILIN1 r- 1010 ?.W./DESIGNER ~ci ALMULLION TO C cCR E 0 JAMB SILLcTY=.7 (A- L'ES TC JkAt WHERE Y 4" — 1`—, pETA!L_ 1 ; 8 2- X 4- TUBE MULLIONS ARE JSEC) Q sF X 3/4 SELF ; • i TAPPING SMS ! CONCRETE OR MASDNRY I BY QTHc:'S It 1 r— INSTA_LATICN ANCHOR 3/i5' LiA i ;( X ..%$ ! - TA?CON SC2=V ANCkZ7 (TY=.) I EXTEPNAL MULLION ON;, aY WOCD— INSTA 1 A TIGN CLIP I HLL< kY.OTHERS Q CENTRAL : FLORMA B.O.A.F. ' @ x 3/ 4 7p A .. p.L2 NAME: A. i j \_ TAPPIN_ SMS i.& U ACTVYIIER,l\li1VE: "'.'.•LL:CN HEAD ( TYP•) . S>= CTi^;v A —A (2 MASTM FEL.E., 6. ! I ! i r IOSC P W.i LESIGt4ERJSILL ( TYF.) II a cX3/4 SELF a„n P.W./DES!uNL:2 i _Y 111 TAPPiNG SMS 1 X 2 7 /15 X 3/8 r S!LL (TYPO. TUBE MULLION 1/4, H!N. r8X3/4 SELF EHBEDENT 7A PING SMS 2 X 4 X 3/8 Jl _ lI SEALANT BETWEEN R V1NDOW FLANGE - a MULttDN g8 X 3/4 SELF logo S.H. TAPPING SMS HEAD ( TYP.) . SECTION A -A (4) rlogo F.W./DESIGNER SILL ( TYP.) . r # 8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 rTui_ ii LLiu; TUBE MULLION RB x 3/4 SELF TAPPINGSMiG G S.H. S CTI^N A -A (7) J 8 X 3/4 SELF \gyp x 3/4 S-'! F TAPPING SMS \_00 S ^ i SPYiN SMS too, S.H. HEAD cTYP.) HEAD ("YP.) ZEC-_. 15 L r I1 TC A:L A 1 1 ram-=, t ELI V.ATiON viEWEG FROM EXTERiOR P' LU1-f11)A EXTNUDLI— i--SA oRD; FLORIDA TITL:: SER. 1000/ 1500 FLANGE SHEET 1 OF c HCRIZGNTA, L I\IUL_LION SEC -IONS SEE OTHER S: J= l S.-IGL 1 C GF .2, F 01rt DESIGN PRESSURE CAPACITIES is 1000 S.N. 1 X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYPJ TUBE MULLION JAMB <TYPJ. TUBE MULLION - BUCK BY OTHERS- 8 X 1/2 SELF #8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 x 4 x 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE, MULLION INSTALLATION ANCHOR#8 WOOD VINDOW FRAME WINDOW FRAME SCREW (TYPJ L .MULLION ,L MULLION _ . 8 X 1-1/2 SELF #8 X 1=1/2 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A -A (1) SECTION A -A (2) MULLION 1 X 2 7/16 X 1/8 1000 S.H. APPLIES TO HEAD Ec Slll WHERE 1' X 4" 1000 S.H TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ do 2' X 4" TUBE MULLIONS ARE USED JAMB (TYPJ JAMB (TYPJ TUBE MULLION APPLIES TO HEAD do SILL WHERE 1"..X 2" do 1" X 2 7/16" TUBE MULLIONS ARE USED LTAPPII 1/2 SELf 8 X 1/2 SELF #8 X 1/2 SELF G SMS INSTALLATION ANCHOR 000 SCREWTAPPINGSMSTAPPINGSMSAI (TYPJ SILL CLIP SEALANT BETWEEN 8 X .1-1/2 •SELF WINDOW FLANGES - SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS L MULLION 1 1/8• MINT WINDOW FRAME WINDOW FRAME EMBEDMENT. s MULLION & MULLION SECTION A -A (7) 8 X 1-1/2 SELF #8 .X 1-1/2 SELF. sxeArxtr TAPPING SMS TAPPING SMS DETAIL C VMD FRAMING SECTION A -A (3) SECTION A -A ('4) AUXILIARY- PLATE 1 X 4 X 1/8 1 X 4 X 3/8 ,• (FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) " TUBE MULLION TUBE MULLION La•• O U' 1 A A 1000. S.H, JAMB (TYP.) 1000 S.H. -1 — _ JAMB (TYPJ 1 o c 8 X 1/2 SELF TAPPING SMS 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME L MULLION 6 MULLION 8 X 1=1/2 SELF #8 X„1r4/2 SELF TAPPING SMS TAPPING SMS SECTION AA.. (5) SECTION' A -A (6) 8 SELF TAPPING SMS (TYPJ . DETAIL B MULLION ATI VIEWED FROM EXTERIOR FLORIDA EXTRUDERS Io° Norma ZrrLE:SER. 1000/1500 FIN SHEET 1. 0F.2 VERTICAL MULLION SECTIONS 1 3 2002 SEE OTHER S I DE ( SHEET 2 -OF 2) FOR . DESIGN PRESSURE CAPACITIES - DRAWN BY: MSH APPROVED BY DATE:2/6/02 I SCALE- NTS jDWGT iVMF`IN y I GQ S.H. JAM'c (TYF,) JAMP (TYP.) X 2 X i/e l BEa_ MU'_aw4 JAMB CTYPJ e X_/2 SELF TA=a;r* SMS SEALNT 1.14= F'.A:-N"Zl a Mi LmIAPPINI- SMS 5cCT10 A —A ,'I X 2 7/i6 X :/E 7U=£. ML'LLIuN i 130C S.H. '1JAMBCTYP.) 1 Ixax3/e TU__ MULLION e X i/c" S=LF TA?riNG SMS SEAL.A1'. BETWEEN iNO SMS SECTiOP; A -A ([) r.IX27iI6X3/S 100 S.H. 7UB£ MW_LiuN JAMB (TYP.).'.. S X :/2 SELF 0111TAP?iNC SMS SEALANT BETVEEN WINMV FLANGE'S a MULLION 8 X 1-1/2 SELF TAPPING SMS SEC! ION A -A {S} 1X4XI/E TURE MULLION GN_ BY WOOD__ Oc AiL C L 2i;CK BY GTIiERS CGK`OrTE R MASCtiRY ' I 1/t' MIN_ EMEEzmvi BY GTNCKSy j NSTAL' ATI:N -R f R.3/16' LIP. c k 4 X E RNAL MULLION - .. at A• eT _N .L i L Ai +Cti TO CoN K F .6 HEAD MU_L ;h- ii I(r L1ES rE/Z & Si1 WH R 1 X 4 2" X .,;eE lU.,.,I_!Cr r ARE USE^, JAMB (TYP,) R8 X 1/2 SELF TAPPING SMS i f! 07Af LO e X '/2 SELF ; alj r-INSTALLATION ANCHORAPPIN5S=S C 3/16' DI.A TAFCCNtSCREWANCHORCTYR) SILL CLIP a X 1-1/2 SELF SEALANT BETWEEN SEALANT BETVEEN TAPPING SMS VIN OV Fl4h ES VINJOV FLANGES a:MULLIONMUL s a SELIoN —: T(ON A —A . 7` Q - ... .. 1 !%e' M1.. Q ;-EMBELM NT Q -? TAPPING' SMS DETAIL rPRE A -A ( 1 X 4X3/6 ! _ TUa'e MULLION , p 13,0• ----- CAST SILL BY OTHERS . C7CR ADD?TICNAL ANCHORS, W.- N R_JJIR D).. O9 LfA! 1000' S.H. - JAMB CTYP). e X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FLANGES. a MULLION e X 1 1L2 SELF TAPPING'.SMS SEC ION A-H.1 A T A. LD CrLC T,GOIlIV_ J } Mi. l lil) i. SMS CTYPJ `- G"rAtt_ A ELEVATION . ! -I 0 f e X I/? SELF VIEWED FROM EXTER;OR TAPPING SMS — --- --- FLORIDA EXTRUDERS SANFRma TITtE:SER 1OGG/iSGG`FLANGE . SPECT 1 OF ,"c" VER i _ _y_ MU_! ii w SE'CT'1 ONS SEALANTSEALANT' E=TVEEN I _ V[NDOV cIANC=S ; SEE LLITHER SIDE SH-E7T' C ,0t 2) r,'L?R- a ruDESIGN PRES UR; CAPAC.ITLES SX ?-I/i? SELFELF TAPPING SMS 1 DRAWN BY MSS FEB15.L J2 AP VED BY PROA I c DATE: /1 /0c SCALE N i S DWG.. 1 V.-, LC ao 1 x z x ve lecc s.r,. I x 2 x 3/e ; CETA! C 1p00 S.r i / CUBE PU _"N AMn .TY?.) ttSS rus_ ML,'L_I0N TYPICAL VEP7;CAL TO H.CR'ZCNTA_ MULLION TO MULL+CN JAM? (TY?) . ... ;-- I,7, OR CX ML..L E X 1,'= SELF #e X 1/2 SELF _ X 4 X.3/5 — t OC SMS T,C,GAING SMS \ T A. .N.. S TLec McLL1'2.N I1,1TERNAi: 11 R : lac,s 1 S A AN, aC _ ... ..... ; V:NZDCW FLANGES -: _ \. - Vi . rLA`J c .. `-_k X —1/.. S_L' L MULLION - S .^! l.iN ci\G SN= 1 • ti_ 1-#E X ' S/2 SELF SSL- TA...S S T1 N A —A / i C T:ON A —.A (2 i #F F:NC S.MS .— '• X OR =X MULL X2 7/1E X 1/ e X 2 7/IE X 3/e c- ^ — c T UK MULLION. r- INSTALLATI:2 i ANCNCR 18C' _ S R. iG4"3S: TUBE MUL_ICN i j JAM? (T P.# X 1-./_ SELF SEALANTB_WEEN I' F 9[ A. TA?tpti JAMB CTYP.) 1 1 F WINVOW FLANGES i1 l S V ANC R TYP.) i JL l X1/ 2 SELF P.?FitiG SMS g M+ JL:IpN . TAPPING V-S SECT:ON A=A-- 7 i t SILL C, - 1 Q 1 BED MIN. ENL_DMENiT .. t Q CAST S' BY pTHER i SEALANT BETWEEN SEALANT BETWEEN 41L- AL XILtAR QL4Tt WINDOW FLANGES ViNLGW FLfti<`IGES - - ae X 1-1/2-SELF i 1 - CF .c A * TIONAL A%C'iMS, VHENREGULREL7 L MULLION - L MULLION - TAPPING SMS I -• ue X I-1!2 St_r. TAPPING s4s SECTIONv A —A (4i SECTION P.—A (3l ; I j/ Fi i i + ----- IX4X1/e r1X4X3/8 I I A A TUBE MULLION TU"' AZ iz® f SEt F APPi\G jA F_t JION OO laep s. ti.-i iceC' S.P.- /G¢ tznpm vr' C F.R^UEX:7RICR JANA 1 # 6 v INTERNATIONAL. INC a X 1/2 SELF #e X 1/2 SELF FLORIDA EXTRUDERS SANFORD, FLORIDA TAPPING SMS TAPING SMS -- ITLE:SE. R 1000l1500 FLANGE F j SH_E T - i UVERTICAL MULLION INTO HORIZONTA 0 SEALANT BETWEEN t SEE .OTrI R S I1; C SHE ET 2. r 2) - -FOR SEALANT BETWEENEALANTBETWEENWTNtOVFLANGES - - _ # e X 1-1/2 SEL- DESIGN PRESSURE CAPACI.T'IES L MULLIi1N TAPPING SMS a X1-1/2 SELF TAPPING i J DRAWN BY: MSH APPROVED BY; TAFPING SMS ^'' TON A -A /.6 SECTION A —A i b) DATE: 2/.4/'C''r SCALE: N T S DWG.: 1 VMr IMr.LLt - xe X. 1/2 SELF A.PPIN, SMS SEALANT BETWEEN WINDOW FLAMES 6 MULLION 2000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES' L MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (1) APPLIES TO HEAD do SILL WHERE I' X 4" AUXILIARY PLATE O AI & 2" X 4" TUBE MULLIONS ARE USED 4T# IGNER ADI)n=NAL AnCMDRS. -%AV REQUIRED) O X 3/4 SELF SHEATHING PPING SMS 1 X 2 7/16 X 3/8 TUBE MULLION _ ,- .. j' -INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO HY WOOD BUCK BY OTHERS 8 X 3/4 SELF TAPPING SMSMULLION HEADCTYPJ2000P.W./DESIGNER APPLIES TO HERO SILL WERE I" X 2" SECTION A -A (2) SILL CTYPJ a V X 2 7/I6' TUBE MUUJONS ARE USED AI _... 8 X 3/4 SELF_ TAPPING SMS tHrATHM 2. X 4 X 3/8 TUHE MULLION rR INSTALLATION mcHOR Vm0 SCREW cr LO M < TYP S Y1BYYy+B N SEALANT BETWEEN `,',NORII. Cl.t?. r , r,,c T • - WINDOW FLANGE .. j Q MULLION L 11/8, MIN. U p S EMBEDMENT --I in, Him. ENTDEIBD_ S r A :... SEALANT BETWEEN SEALANT BETWEEN #8 X 3/4.SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS 6 MULLION MULLION A A IGNER 2000 P.W./DESIGNER 1000 S.H. rSILL CTYPJ HEAD <TYP.) X 3/4 SELF / #8 X 3/4 SELF SECTION A -A (5)PING SMS TAPPING SMS 1X4X1/ 8 1X 4X3/8TUBE MULLIONTUBEMULLIONFLORIDA EXTRUDERS INTERNATIONAL.SANFORD. FLORIDA TtTr.>: SER. 2000 FIN SHEET i F;;2 ..T#- itt HORIZONTALMULLION SECTIONS SEE OTHER SIDE (SHEET 2 F2) FOR k3%4.. SELF #B X 3/4 SELF DES.'IGN PRESSURE«CAPAC IT I ES:PPINGSMS - TAPPING SMS. 1000 S.M. HEADCTYPJ HEAD CTYPJ j EB 2002 , DRAWN BY: MSH -LP: BY: SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 I SCAIX:NTSDWG.. 2HMFINTR 80 SEALANT BETWEEN WINDOW FLANGES — MULLION TYPICAL MULLION TO CONCRETE *0 JAMB APPLIES TO JAMB WHERE i' X 4'. DETAIL B ado2' X 4' TUBE MULLIONS ARE USED) 2000 P.V./DESIGNER 2000 P.V DESIGNERrSILLCTYPJrSILLCTYPJ CONCRETE OR MASONRY_ ' I #8 X 3/4 SELF I #8 X 3/4 SELF BY OTHERS TAPPING SMS. TAPPING SMS I X 2 7/16 X 1/8- Wpm 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA TUBE MULLIONTUBE MULLION ANCHOR (TYPTAPCONSCREW J ONE BY WOOD EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS SEALANT BE WINDOW FLANGES- t MULLION 2000 P.W DESIGNER MULLION 8 X 3/4 SELF/4 SELF SILL CTYPJ . TAPPING SMS SMS2000S.H, .: HEAD CTYPJ HEAD CTYPJ #8 X 3/4 SELF SECTION A -A (1) SECTION A -A (2) NAPPING SMS _ 2 X .4 X 3/8 TUBE MUU.ION Q 9 2000 S.H. JAMB (TYP.) IX 2 7/16 X 1/8 2000 S.H. I X 2 7/16 X 3/8 TUBE MULLION JAMB (TYPJ TUBE MULLION SEALANT BETWEEN .. WINDOW FLANGES L MULLION - DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION I I 11 8 X 1/2 SELF 8 X 1/2 SELF TAPPING SMS INSTALLATION SCREW TAPPING SMS INTERNAL CLIP- 2 X 4,X 3/8.,- TUBE MULLION .: SEALANT 8 X 1-1/2 SELF 2000 S.H. BETWEEN WINDOW FLANGES_, TAPPING 'SMS JAMB (TYPJL- NULLION_ .. .. 8 X i-1/2 SELF TAPPING SMS: 8 X 1/2 SELF 8 SEALANT BETWEEN WINDOW FLANGES t MULLION AUXILIARY PLATE ANCHORS, WHEN REQUIRED) Q'DR ADDITIONAL AN LiiTl r'.'. s 0:=%Afi`.,'Lit.?,3'. 0 AIL C I MANUT AC UjiER NAME: FRE # 4TAI PSIGNER LION .6 2000 P.W./DESIGNER SILL (TYP.) ' 8 X 3/4 SELF X 3/4.SELF. TAPPING SMS.PING. SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 11 X 2 7/16 ,X 3/8 TUBE MULLION`TUBE MULLION SEALANT BETWEE` WINDOW FLANGES 6 MULLION 2000 P.W./DESIGNER SILL (TYP.) SELF 8 X 3/4 SELF APPLES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING ION ANCHOR #8 WOOD SCREW (TYPJ 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS #8 X 3/4 SELF q n HEAD (TYPJ / TAPPING SMS 4 HEAD (TYPJ / 2 X 4 X..3/8 SECTION A —A (1) SECTION A —A (2) TUBE MULLION 1 1/8' MIN4LEMBEDME4 ELEVATION SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE 6'MULLION '-' QETaL e.. APPUES TO HEAD de SIU_ WHERE 1' X 2' 2 7/16'- TUBE- MULLIONS ARE USED aewrema - SEALANT BETWEEN SEALANT BETWEEN r BS ALLArION SCREWVINDOWFLANGESWINDOWFLANGES .. _ .. - _ CTYP.) 6 MULLION6MULLION 2000 P.V./DESIGNER 2000 P.W./DESIGNER #8 X 3/4 SELF —BIZ CLIP SILL (TYPJSILL (TYPJ TAPPING SMS 8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION A —A (S) 1 vs, MIN. I X 4 X 1/8• 1 X 4 X 3/8 HEAD (TYPJ EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS AN ORD, FLORIDA 71 TITLE: SER. 2000 FIN SHEET I OF 2 cl TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET .2 OF 2) FOR 8 X 3/4 SELF #8 X 3/4 SELF PRESSURE TAPPING .SMS TAPPING SMS f EB [ DESIGN E CAPACITIEST -SLR. IES 1000 S.H:. 1000 S.M. HEAD (TYPJ HEAD (TYPJ DRAWN BY: MSH APPROVED BY::. SECTION A -A (3) SECTION A —A (4) ::' DATE:2/6/02 I SCAU:NTS DWG.:: 2HMFINTW TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL do 2X 4' TUBE MUWONS ARE USED) _ Q CONCRETE OR MASONRY BY OTHERS 2000 P.V./DESIGNER SOLO P.V./DESIGNER SILL CTYPJ INSTALLATION ANCHOR ODIA. SILLCTYP.) TAPCON SCREW ANCHOR CTYPJ 8 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF. TAPPING SMS EXTERNAL MULLION 1 X 2 7/16 X 1/9 MULLIONTUBE 1 X 2 7/16 X 3/8 MULLION ONE BY WOOD BUCK BY OTHERS INSTALLATION CLIP TUBE j;; SEALANTBETWEENVINDOV FLANGES SEALANT BETWEEN WINDOW FLANGES. MULLION. L MULLION t MULLION 2000 P.V./DESIGNER SILL CTYPJ 8 X 3/4 SELF 8 X 3/4 SELF 9 X 3/4 SELF TAPPING SMS 2000 S.H. TAPPING SMS 2000 S.H. TAPPING SMS 2 X' 4 X 3/8 Q HEADCTYPJHEADCTYPJ-.. TUBE MULLION SECTION A —A (1) SECTION A —A' (21 L 1 1/4' MIN. SEALANT BETWEEN EMBEDMENT WINDOWFLANGEL MULLMN t DETAIL B A t— 9 X 3/4 SELF 1-- A TAPPING SMS SEALANT BETWEEN VINDOV FLANGES L MULLION SOLO P.V./DESIGNER SOLO S.H. HEAD CTYPJ.. SOLOP.V DESIGNER r SILLCTYPJSILL CTYPJ SECTION A —A (5) 8 X 3/4 SELF r 88 X 3/4 SELF TAPPING SMS TAPPINGSMSIX4X1/8 1 X-4 X 3/9 FI FVATION;," TUBE MULLION TUBE MULLION VIEWED FROM EXTERIOR SEALANT INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA BETWEENWINDOW FLANGES . L MULLION TtT1.E. SER.; SOLO, ;.FLANGE SHEET;1; OF.-2-- TWIN_. HORIZONTAL' MULLIO—w S'ECTIONS ` " ue X 3/4 SELF e x 3/4 SELF TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF -2)- FOR TAPPING SMS 200L 200° S.H. DESIGN_- CAPACITIES S.HH. HEAD CTYPJ HEAD CTYPJ PRESSURE- SECTION A —A (3) SECTION A —A r4i 1 F_8 ZOC2 DRAWN BY: MSH ?. APPROVED. BY . DATE: 2/4/02 scnt:.NTS 2HMFLGTW, Q6 PLaTE APPLIES TO HEAD & SILL.WHERE I" X 4" AUXILIARY 2" X 4' TUBE A4UWON5 ARE USEDTORADDITIONALANCHORS. WMD4 REOWRED> DETAIL C CENTRAL FLORM i Fa. ®. A. F. SHEATHING FfAN NACT ER NAM: p 'o SEALANT BETWEEN FL F' INSTALLATION ANCHOR #8 WOOD SCREW. CTYPJWINDOWFLANGES L MULLION 2000 P.V./DESIGNER2000P.W/DESIGNER SILL (TYP.) SILL CTYPJ EXTERNAL MULLION 8 X 3/4 SELF 8 X 3/4 SELF CINSTALLATIONLIP TAPPING SMS TAPPING SMS, TWO BY WOOD` BUCK BY OTHERS IX27/16X1/8 1X 27/16..X3/8 TUBE MULLION TUBE MULLION MULLION SEALANT. B£ TVEENffr WINDOW FLANGES L MULLION DEI9IL.L 2000 P.W./DESIGNER SILL CTYPJ 8 X 3/4 SELf TAPPINGSMSTYP.) 8 X 3/4 SELF 1000 ' S TAPPING SMS#8 HEAD. CTYPJ2 SlEv- X3/41000S.HTAPPINGSMSHEADX4x3/8 SECTION A —A (1) SECTION A —A (2) . TUBE MULLION 1 1/8' MIN. SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOWFLANGESLMULLIONLMULLION2000 P.W./DESIGNER j SILL CTYPJ la X 3/4 SELF TAPPING SMS 1X4XIAS TUBE MULLION EMBEDMENT I _FLEVAT16N VIEWED FROM :EXTERIOR SEALANT BETWEEN WINDOW FLANGE .. APPLIES TO HEAD k SILL:WHERE I" X 2' L MULLION.:..-: :: - '..-k V % 2 7/16' TUBE-MULUONS ME USED. INS. AUA:2[PI AN04OR . -. SFC TIONA —A (5) a v4mn SCREW CTYPS H4iRtz a.tP . 2000 P.W DESIGNER 8 X 3/4 SELF SILL CTYPJ TAPPING SMS 8 X 3/4 SELF TAPPING SMS 1000 S.H. I X 4 X 3/8 HEAD CTYPJ TUBE MULLION t t/3' MIN EMBEDMENT C 8 X.3/4 SELF 8 X 3/4 SELF TAPPING . SMS. _ TAPPING SMS 1000 S.H. 1000 'S.M. HEAD ( TYPJ ;I HEAD CTYPJ SECTION _ A —A 3 SECTION A —A (4) FLORIDA EXTRUDERS ATI_FLORIDASAIIFORD..` FLIDTITL>: SER: 2000 FIN SHEET 'I OF 2 HORIZONTAL. - MULLION SECTIONS SEE OTHER SIDE (SHEET 2 F . 2) .FOR DESIGN PRESSURE CAPACITIES 1 EB 2a[2 DRAWN BY: MSH APPROVED BY DATE: 2/6/02 I SCALE: NTS IDWG.. 2HMFLN TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL B 8 2' X 4' TUBE MULUONS ARE USED) Q SEALANT BETWEEN - SEALANT BETWEEN ... 1.:o. WINDOW FLANGES VINDOW FLANGES CONCRETE OR MASONRYLMULLIONLMULLION 'LBY OTHERS 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL CTYPJ INSTALLATION S ANCHOR OR C DIA. SILL CTYPJ TAPCON SCREW ANCHOR CTYPJ 8 X 3/4 SELF#8 X 3/4 SELF TAPPING SMS TAPPING SMS EXTERNA L MULLION 1 X 2 7/16 X 3/8 ONE BY WOOD INSTALLATION CLIP 1 X 2 7/16 X I/8TUBE MULLION BUCK BY, OTHERS TUBE MULLION Q MULLION 20W P.W DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 2000 S.H:..TAPPING SMS 2.X`4 X 3/8 _ 2000 S.H. QHEADCTYPJHEADCTYPJ , TUBE MULLION SECTION A —A (1) SECTION A —A (2) I SEALANT BETWEEN : +— 1 1/4' MIN.- _ WINDOW FLANGE ": EMBEDMENT L MULLION FLOWDNT ORS A V- f A J{ #8 X 3/4 SELF . IT SEALANT BETVEEN 1 SEALANT .BETWEEN TAPPING SMS~ A WINDOW FLANGES WINDOW.FLANGES L MULLION L MULLION 2000 S.H. 2000 P.W DESIGNER 2000 P.W./DESIGNER HEAD CTYPJ SILL CTYPJ SILL <TYPJ SECTION A —A (5) 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1_X 4.X 1/8 1 X 4 X 3/8 "'`ELEVATION TUBE MULLION TUBE MULLION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS UMRNATIONAL, INC SANFORD, FLORIDA TT: SER. .2000-,FLANGE SHEET:.:1 F.; 2 A z C'•., HORIZONTAL MULLION ,SECTIONS 8 X 3/4 SELF #8 X 3/4 SELF c SEE OTHER SIDE ( SHEET 2 OF 2) F TAPPING SMS TAPPING SMS I R 2a00,SJi., 2aoo S.H. DESIGN PRESSURE CAPACITIESG HEAD CTYPJ HEAD CTYPJ S 2iZ 1 F: L SECTION A —A (3) SECTION A —A (4i - Di AwN BY: MSH AYPROtTED DATE:2/4/0 —Stkg: NTS-.. _Dire. - 2HMFLG•:: z dy 2000 SA 1 X 2 7/16 X 1/B 2000 S.H. JAMB (TYP.) JAMB (TYP) 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X VS TUBE MULLION 8 X 1/2:SELF #8 X 1/2 SELF TAPPING SMS: TAPPING.SMS 2000 S.H. JAMB (TYPJ SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME t MULLION L MULLION 8 X 1-1/2 SELF TAPPING SMS B.X I-1/2 SELF TAPPING SMS SECTION A -A (1) SECTION A —A (2) 8 X. •1-1/2 SELF- hUNWACTURER tiles I TAPPING SMS 2000 S.H. 2000 S.H. JAMB (TYPJ JAMB (TYP,). 8 SELF T, TWO BY WOOD _ BUCK BY OTHERS DETAIL C 1 1/8' MIN. ,. EMBEDMENT I SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALtATION CLIP- MULLION APPLIES -TO HEAD .& .SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED 8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2' TAPPING SMS 1' X 2-7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DET AI #8 WOOD SCREW TYPJ P SILL CLIP SEALANTBETWEEN WINDOWFLANGES .. 1 1/8' MIN. L MULLION EMBEDMENT CTION A —A (5) snuTenJc 8 X 1/2 SELF fTAPPINGSMSC. 8 X 1/2 SELF TAPING SMS T SMSYPJ:. ELEVATION, DETAIL- B VIEWEQ" FROM_ EXTERIOR FLORIDA EXTRUDERS or° o mn 7SEAL. TBETWEEN TITLE SER` 2000 'FIN SHEET 1* 'OF 2 VERTIC MULL I O NSECT.IpNS. ALSEALANT BETWEEN ' WINDOW FRAME... VINDOV FRAME. 2 )_`FOR MULLIONi#>LUDN D ; • DESIGNHPRESSURECAPACITIEOS 8X1-1/2 SELF -..,. 8_X 1-1/2 SELF TAPPING. SMS TAPPING, SMS DRAWN BY: M S H < /" APPROVED `BY: ' SECTION A -A (3) SECTION A —A (4) DATE:2/6/02 scAL>r: NTS DWG.:: 2VMF I N 3 3/4" X 1-1/2" X 13GAGE MIN. c 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. o 13 GAGE MIN. GALV. STEEL 2' 16 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET. VERTICAL TRACK BOLTED FASTEN TO WOOD JAMB WITH TO TRACK BRACKETS WITH 5/16" X 1-1/2-LAG SCREWS. 1/4"-20 X 5/8- TRACK BOLTS. FOR T6' X T USE 1/4" X 3/4" HEX HEAD SELF DRILLING SCREW III 63" (16' X 7') OPENING HEIGHT NOT OVER DOOR HEIGHT) r:33-(9'X 7') 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5" DETAIL D X 1/2" LONG 16GA. GALV. STEEL4GEBOLTkNUTTOPBRACKETWITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 1/4-X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 16' X 7' DOOR , 2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL 14 GAGE GALV. STEEL END HINGE ATTACHED WITH (4) OR 5) SCREWS. SEE' DETAIL C. 5 STRUTS 3" 1BGA WIDE SEE DETAIL A) SEE DETAIL C 4"X 16 -AIR VENTS 4) REQ'D. 120 `SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL., OPTIONAL SSB GLASS LIGHTS OPTIONAL SSB GLASS LIGHTS 3" 20GA WIDE SEE DETAIL A) 4"X 16" AIR VENTS r2) REQ'D. 1 60 SO. IN. MIN. g TOTAL OPEN AREA) OPTIONAL. CENTER STILES 5 COLUMNS) CENTER HINGES 3 COLUMNS) ALTERNATE CONSTRUCTION USING (2) STRUTS, i J u 11 u uu u i n1"1.` J101 Js1.. IIIIIII Illliilllllil®i ll DOUBLE16, USING (2) STRUTS B 9' SINGLE CAR) CENTER STILES -do CENTER HINGES (1 COLUMN) ALL 2. MODELS EXCEPT 20 `GAGE END STILES - FASTENED, 24 GAGE MODEL - '- 1.25" WITH TOG-L-LOGS TO PANEL 750 USE END CAP OVER END STILES. : © SEE DETAIL C) 1-3/8" POLYSTYRENE INSULATION © OO g OPTIONAL FOR MOD. 724 AND 730 3. 0 13 GAGE GALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS t 2". BOTTOM SCREW CAN BE ABOVE OR T BELOW ROLLER. - 2.75" ---- 18 GAGE GALV. STEEL CENTER HINGE7 20 GAGE GALV.`STEEL I LH. DETAIL A CENTER STILE 3" 20GA WIDE STRUT 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR A 16' X 7' DOOR USE ONE D ETAI L C 3. 18GA WIDE STRUT FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2' SECTION A -A t EXTRA SELF DRILLING SCREWLAGSCREWS. PREPARATION OF JAMBS BY OTHERS. THROUGH TOP LEAF OF HINGE, END STILE. CAP AND RAIL TYP, 6 PLACES, SECTION B- B 110 AND USE 'LONG STEM ROLLERS. 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" 7'-0" 29.1 33.3 43.7 49.9 16 -0' 7'-0" 23.6 26.3 35.4 39.5 3/4"POLYSTYRENE INSULATION STANDARD FOR MODEL 735 G 19-1/2", 21"OR 24" HIGH PANEL. GALV. AND PREPAINTED STEEL 26 GAGE FOR LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 20 GAGE END CAP 20 GAGE END STILES P.O. BOX 13858 J NOTE: ALL NON -DESCRIPTIVE FASTENERS _SHOWN TO BE t 7}}'' MAUMELLE, AR. 1/4"-20 X 5/8" HEX BOLTS do NUTS OR® J11 11'll 1/4' X.1/2" LONG HEX HEAD SHEET METAL SCREWS. 72113 G 2422 3/5/02 KDD (501) 562-1872 WILLIAM T. DEMANN PE•. DOORS SHOWN ON. THIS DRAWING HAVE BEEN DEMONSTRATED TO WTTHSTAi D THE PRESSURES Consulting Structural EngtReet ." P ;: 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", © 1140 Anderson Street 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. Clermont, FL 34711 AN ARCHITECT OR.STRUCTURAL ENGINEER MUST DETERMINE iF THE DOOR IS SUITABLE FOR (352) 242-0100 "' OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN, WILL WrTHSTAND THE INCREASED SBC PRESSURE LOADS, CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE: GLAZING DOES NOT SATISFY IMPACTGIVENTHESAME DEBRIS REQUIREMENTS IN FBGINCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. F 2413 1/25/02 MODELS: 724, 426, 730, 735 750 550 9 E 2137 2/9/00 DWG.. WAS 101993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 RESIDENTIAL MPH, FD 120 MPH EXPOSURE "B" D 1724 6/24/97 C 1549A TOLERANCE B 1549 A 1449 9-8-95) 6.,...) FRAC.f1/64 DEC. t .015 O• t 1' NEXT LEVEL DATE: 9/14/94 DWG. NQ 99-0-033136611-01-94 SLATES REV. E.C.N. DATE APPROV. SCALE NONE PLOT SCALE 1=1 DRN. BY GDR SHEET 1 OF 3 I OPENING HEIGHT NOT OVER DOOR 13 GAGE MIN. GALV. STEEL 1/4" X 1/2' LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16'XB' FASTENERS 16GA. GALV. STEELFASTENTOWOODJAMBWITH ON 9'X8'.- 5/16" X 1-t/2' LAG SCREWS. g 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 18'XT & 18'XB' 16GA 16'X8') HEX HEAD SELF SEE TOP BRACKET 13GA. (1B'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'XB') . r16' X 8' & 10' X 8' DOOR SELF DRILLING RAILS 8--STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL 2" ROLLER WITH 7/16" SCREWS THROUGH TOP AND BOTTOM v SEE DETAIL C USEDIA. LONG STEM. ONE EXTRATIRE: STEEL 10 BALL LEAF OF HINGE SELF DRILLING18' X 7' & 18' X 8' DOOR AND END STILE, SCREW THROUGH 2" HURRICANE ROLLER ON 16 XB, 18'X7' L.H. TOP LEAF OFWITH7/16" DIA. 18'X8'. HINGE ON 10'X8'. LONG STEM. TIRE: STEEL 10 BALL. 9' X 8': 1O'X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS.. 7/16" DIA. SHORT STEM. 18' X 7' & 18' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL i -- RAILENDHINGEATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. e O 16'XB• & ,BX9P DETAIL C POP RIVET TOP AND 19-1/2", 21• BOTTOM OF ENDCAP OR EL HIGH TO END STILE I ml PANEL GALV. AND PRE- GALVANIZED STEEL STRUT. 5• 9' X 8' S3 BRACKETS 116 X 8' ((4 BRACKETS) PAINTED STEEL 2" ATTACHED WITH 1/4" X 3/4" 10' X 8' l4 BRACKETS; 18' X 7' (7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF18' X 8' 7 BRACKETS) I MODELS EXCEPT DRILLING SCREWS. 24 GA MODEL (2 PER VERTICAL STILE) 20 GAGE END STILES. -FASTENED 750WITHTOG-L-LOCS TO PANEL 1 63" (18' X 7') 72' (18' X 8') 72"(1CX8' 72" (10' X B') 154'( 18'X7) 63" 18' X 8' 63" (9' X 8') 42' (18' X 7') 48" (18- X 8') 48" (16- X 8') 48" X 8') 33" (18- X 7 ) 39" (18' X 8') 39" (9' X 8') 3/4" POLYSTYRENE 21' (18' X 7') INSULATION 24" 18' X 8' STANDARD FOR 24" (16' X B') MODEL 735 24" (10' X 8') 15" (18' X 7') - 15" (18' X 8') GAGE STILES 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL -,- OPTIONAL SSB GLASS USE END CAP OVER END STILES. POLYSTYRENE 3" 20GA WIDE` SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 & 730. 4"X 16" AIR VENTS 1 1 13GA GALV. STEEL (2) REQ'D. B L BOTTOM BRACKETBRACKET SQ. IN: MIN. ATTACHED` WITH 3 2• 1. FASTENERS (16'X8'). TOTAL OPEN AREA) 4 FASTENERS (18'X7' OPTIONAL. 18'X8'). SECTION B B 2 FASTENERS (9'XB') 18 GAGE GALV. STEEL CENTER HINGE AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A CENTER STILES & 20 GAGE GALV. STEEL CENTER STILE HINGES (1 COLUNATTACHEDWITHTOG-L-LOC OR POP RNET$ f- 1.25• TO PANELS.. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUANITTY 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 I HEIGHT POSITIVE NEGATIVE POSITIVE INEGATTVE 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" 1 7'-0' 27.3 30.7 1 +41.0 46.0 SEE DETAIL C- 4"X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTERNt,TF CONSTRUCTION USING (2) STRUTS. /_ OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4"X 16' AIR VENTS 4) REQ'D. OPTIONAL. 120 SO.- IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS-\ 16' (DOUBLE CAR) OPTIONAL SSB GLASS 3" 18GA WIDE' SEE DETAIL A) 4"X 16" AIR VENTS 1 B 8' (2) REQ'D. B 60 SQ. IN. MIN. TOTAL OPEN AREA) iqRB8 CENTER STILE (7) COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS . B HINGES ((3) CCOOLUMNS B lot -- CENTER STILES & CENTE (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE P.O. BOX 13858 1/4"-20. X 5/8" HEX BOLTS & NUTS OR MAUMELLE, AR. 1 / 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. QI 71f'<\1'iRSO lt i T'1 1m 72113 p VV 1LL JL!/ 1L s JLINYVYIL 2.75" - v' L G 2422 3/5/02 KDD ( 501) 562-1872 DETAIL A IF 2413 MODELS: 3" 18GA WIDE STRUT WILLMM T. LINDEMANN PE- E 2137 CO it St I " SINGLE CAR) OPTIONAL DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES nsu mg ructura U'Vi er 1140 Anderson $treel: D 1724 LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 1W ROOF HEIGHT, ROOF C 1549APITCH > 10% DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", - Clermont, FL 34711 :. 30' ROOF HEIGHT, ROOF PITCH > 10 , 2' OF DOOR IN END ZONE. 352) 242 OIOO B 1549 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE,IF THE DOOR IS SUITABLE FOR A 1449OTHERLOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, 1366 GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV. E.C.N. 724, 426, 730, 735, 750, 550 24/97 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ®150% MPH, FBC. 120 MPH EXPOSURE "B" 9-8-95) NEXT LEVEL PLOT SCALE 1=1 DATE: 9/14/94 DRN. BY GDR DWG. NO. 99-B-03311-01-94) SCATES DATE APPROV. SCALE NONE SHEET 2 OF 3 HEIGHT NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2" LAG SCREWS. 2" GALV. STEEL VERTICAL TRACK .FOR 18' X B' USE16GA. (16•XB') 13GA 18'X8' 3/4- HEX HEAD SELF DRILLING SCREW DETAIL D 72" (18' X B') 72" (16' X B') 72' (10' X B') 63' 18' X 8') 63' 9' X B') 48" (18' X 48" (16' X 48" (10' X 39' (18' X B') 24' 18' X 8' 24" 16' X 8' 24' (10' X 8') 15" 18• X 8') 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. OJNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16' X B' & 10' X 8' DOOR 2' ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL 18' X 8' DOOR 2" HURRICANE ROLLER WITH 7/16" DTA. LONG STEM. TIRE: STEEL 10 BALL I 9'X8' 2' ROLLER WITH 7/16" DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS: SEE DETAIL C. 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 16'XB' & 18'X8• POP RIVET TOP AND BOTTOM OF ENDCAP USE FOUR FASTENERS RAILSONWXB'-,,, 1 OPTIONAL SSB CUSS p 10 _UTs___ 111111 Will 11,41B. 3' 1BGA WIDE SEE .DETAIL A) B B USE TWO EXTRA SELF DRILLINGLOCK OPTIONAL SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA DETAILDEL C LEAF HINGE SELF DRILLINGANDENDSTILE, SCREW THROUGHON16'X8 AND L.H. TOP LEAF OF18'X8'. HINGE ON 10'X8'. 4'x 16' AIR VENTS 18' (DOUBLE GR) 9' X 8': 101X 8' 20GA. END CAP. NO RIVETS. (4) REO'D. ENTER STILE (7) COLUMNS 16' X 8': 16GA END CAP &RIVETS. (120 SO. IN. MIN. TOTAL OPEN AREA) CENTERCEER HINGES (5) COLUMNS 18' X 8': 13GA END CAP & RIVETS. OPTIONAL RAIL ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS7 1 OR 24-', 21' TO END STILE — OR 24" HIGH PANEL GALV. AND PRE- 2" GALVANIZED STEEL STRUT. 5 10' X 8' 4 BRACKETS; BRAC 18' X 8' 4 BRACKETS 7 BRACKETS; 26 GADALL LONG HEX HEADELATTACHEDWITHiSELFX3/4' MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES FASTENED 24 GA MODEL (2 PER VERTICAL STILE) WITH TOG-L-LOCS TO PANEL 750USEENDCAPOVERENDSTILES. 1-3/8' POLYSTYRENESEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2' FASTENERS (16'X8'). 4 FASTENERS 18 X8 ). 2 FASTENERS 9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (1o'xa). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - r- 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' W-O" 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 3 20 GAGE END STILES u. B DETAIL C OPTIONAL SSB GLASS L1GI SEE DETAIL A) B 4'X 16' AIR VENTS 2) REO'D. 60 -SO. IN. MIN. TOTAL OPEN AREA) CENTERHINGES 3' 18GA WIDE SEE DETAIL A) LDCK OPTIONAL SEE DETAIL C- 4'X 1.6" AIR VENTS 4) REO'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL AL CONSTRUCTONUSING (2 STRUTS./_ B OPTIONAL 16' (DOUBLE GAR) OPTIONAL SSB GLASS I SGA WIDE EE DETAIL A) 16' AIR VENTS REO'D. SO.. IN. MIN. L OPEN AREA) CENTERHINGES B CENTER STILES (5 COLUMNS CENTER HINGES () COLUMNS USITNGN(2) CCO UT CAR) OPTIONAL 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. un!"'UT11)(p®1m TTl?Z lm 1 VV 1LL YJLJ ll 1LJ A1.1 1L 2.75' -- 3l/% G 2422 3/5/02 KDD MODELS• DETAIL A F 3" 18GA WIDE STRUT WILLI:AM T. !1i1«1,1A p ` DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES COnsulling Sfrucluraf Engineer _ LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © Clermont, FL 34711 '' 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE 352) 242 - 0100 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE "F 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 NOTE: GLAZING DOES NOT SJAIf1SFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. © DEBRIS REQUIREMENTS IN FBC B P.O. BOX 13858 MAUMELLE; AR. 72113 501) 562-187: 2413 1 /25/02 724, 426, 730, 735, 750, 550E21372/9/00 D 1724 6/24/97 DWG. WAS 101993—e, 9 PART NAME: GO WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC- ` 120 MPH EXPOSURE "B" C 1549A B 1549 A 1449 9-8795) NEXT LEVEL DATE: 9/14/94 DWG. NO. 99—B-033136611-01-94 ) SCATES ) REV. E.C.N. DATE APPROV. SCALE NONE PLOT SCALE 1=1 DRN. BY GDR SHEET 3 OF 3 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Na1 5 Builder: DR HORTON Address:- j Permitting Office: City, State: f P M 32_=F3 Permit Number: Owner -D.- R_ 00 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, ifmulti -family 1 - SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double, pane 0.0 ft2 a. Electric Heat Pump p Cap: 42.0 kBtu/hr _ c. Tint/ other SAG( - single pane 0.0 ft2 HSPF: 7.60 d. Tint/ other SHGC - Auble pane 0.0 ft2 b. N/A 8. Floor types a. Slab - On -Grade. Edge Insulation d R= 0.0, 202.0(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, 1026.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 2&0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 302.0 ft2 _ d. N/ A c. Conservation credits e. N/ A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 f12 _ 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: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/ A MZ-H-Multizone heating)' Glass/Floor Area: 0.11 Total as -built points: 27923 PASS Total basepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. (( PREPARED BY: DATE: ------ ---=--- C6- Q------ I hereby certify that this building, as designed, is in compliance with the Florida Energy de., OWNER/AGENT:---___-. DATE: ----------- IL4 Review of the plans and TSE sT specifications coveredbythiso4 - ATF 0 calculationindicates compliance with the Florida Energy Code. Before construction is completed J a this building will be inspected for Q compliance with Section 553.908 Florida Statutes_ 1 C00 WE BUILDING 0FFICIAL: = 7 - DATE: n6-- t, P ,?, A T.r. % 71 EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18 1967.0 25.78 9127.7 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior Frame, Wood, Adjacent Base Total: 1356.0 2214.0 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 18.0 1.60 28.8 Adjacent Wood Exterior 20.0 4.80 96.0 ExteriorWood Overhang Omt Len Hgt Area X SPM X SOF = Points 1.0 6.0 32.0 37.74 0.97 1172.9 lE 1.0 6.0 23.0 43.65 0.97 974.8 SW 1.0 6.0 32.0 52.82 0.96 1627.2 SW 1.0 6.0 16.0 52.82 0.96 813.6 SE 1.0 6.0 16.0 56.64 0.96 873.2 SE 1.0 6.0 16.0 56.64 0.96 873.2 SE 1.0 8.0 54.0 56.64 0.99 3034.9 IE 1.0 6.0 33.0 43.65 0.97 1398.6 222.0 10768.3 R-Value Area X SPM = Points 3.0 1026.0 1 A0 1436.4 11.0 28.0 1.90 53.2 11.0 302.0 0.70 211.4 1356.0 1701.0 Area X SPM = Points 18.0 2.40 43.2 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab Raised 202.0(p) -31.8 0.0 0.00 6423.6 0.0 Slab -On -Grade Edge Insulation 0.0 .202.0(p -31.90-6443.8 Base Total:-6423.6 As -Built Total: 202.0-6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 37380.3 0.4266 15946.5 38631.1 38631.1 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 13036.5 13036.5 Ar EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge(URaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points OverhangFloorAreaType/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 922 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 r Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8Exterior1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6BaseTotal: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2Exterior20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0Raised0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5224.7 0.6274 3278.0 8232.8 8232.8 1.000 1.00 1.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.950 0.950 4392.1 4392.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeORaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling +. Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS y yo4' SHE ST,1l° r I ait EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®IFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa 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, venetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at Denetrations 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 NFP have combustion air. AA-?? f)T41FR P01=CC0IDT1X1= 11ACACI IDCC /.......-a L. _ _ _ _ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBhAr _ c. Tint/other SHGC - single pane 0.0 ft2 HSPF:7.60 d. Tint/other SHGC -double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(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, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, It. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 4,pjo,Date: Address of New Home:-,xa p n 0_1. City/FL Zip: Nw,-OiTj -2 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStarTmdesignation), your home may qualify forenergy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf eduforinformation and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area Heatingg Coolinggft2) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating Input Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 1383 OF cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed wnghitsoft Right -Suite Residential— 5.0,64 RSR26015 2002-Mar-06 12:12:28ACCKEAFi1esldrhorton11965\1965.rsr Page 1 ft RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1,1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rroceaure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 BtuhInternalloads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCA E:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0. 1 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrjghtSoft Right -Suite Residential- 5.0.64 RSR26015 2002_Mar-06 12:1228i4CCKE:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET l Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin La. 1 Name of room Entire House LIVING LAUNDRY M/BTH14MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 It 6.0 ft 3 Room dimensions 31.0 x 13.0 ft WO x 6.0 ft 9.6 x 18.0 It Ceiings Condit. Option 8.0 It heat/coot d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ftz) Htg Clg ft2) Htg Clg ftj Htg Clg M Htg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposedb12C2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0'"*' 0 0 0 0 f 1 0.0 01 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0 CoolingE/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 47.4 126 5975 20 953 0 0 0 0 South0.0 0 0 0""" 0 0 0 0 0 Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 2005 3400 4463 403 683 897 60 102 134 162 275 361 b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 2601 7400 2081 75 21351 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Lessexternalheating0000Lesstransfer000014Ductloss10 °/ 3056 10 °/ 805 10 °/ 133 1 o"/ 58 15Totalloss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17SubtotRSHgain=7+8. +12+16 22195 4644 1129 417 Lessexternalcooling000018 Less transfer Duct gain 10 °/ 0 2219 10 M 0 464 10 °/ 0 113 10°/ 0 42 19TotalRSHgain=(17+18)*PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20Airrequired (cfm) 1 13831 1383 3641 289 1 601 70 26 26 V.' Printout certified by ACCA to meet all requirements of Manual J 7th Ed w t7C htSOft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCE:1Files\drhorton11965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 mr+rvur u: tinta. 1 Name of room M/BR BR 2 BR 3 BR 42Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft3Roomdimensions14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft4CeiingsCondit. Option 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heaUcool 8.0 fti heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area ALoad (Btuh) EXPOSURENO. Htg CIg ft') Htg Clg ftl Htg Clg W) Htg Cig Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposedb12C2.9 1.9 0 0 0 0 wallsandc13C3.2 1.2 128 0 0 0 partitions. d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glassdoorsb8C37.0 0 0""• 0 0 0 0*"' 0 0'*`* Heatingc9A29.9 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 e 0.0 0 0**" 0 0*"" 0 0 0 0 f0.0 01 0 0 0 0 0 0 0 7 Windows and North 20.40 0 0 0 2 41 2 41 glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0 CoolingENV0.0 0 0 0*"' 0 0 0 0'**' 0 SE/SW 47.4 0 0 0 0 14 66$ 14 663 South0.0 0 0 0 0 0 0 0 0 Horz0.0 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 b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0_ 0 wallsandc13C3.2 1.2 128 403 150 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 e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 01 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 2561 16 455 128 16 455 128 16 455 128 13 Subtotal loss =6+8. +11+12 4235 1925 2890 1869 Lessexternalheating000014 Less transfer Duct loss 10 °/ 423 10 % 192 10 °/ 0 289 10°/ 0 187 15Totalloss = 13+14 4658 2117 3179 2056 16 Int gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17SubtotRSHgain=7+8.+12+16 2711 1250 1601 1250 LessexternalcoolingLess transfer 0 0 0 0 0 18 Duct gain 10°/ 271 10°/ 125 t0°/ 160 10% 0 125 19TotalRSHgain=(17+18)*PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1125 20Airrequired (cfm) 192 1691"" 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr ghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 121228 ACCAE:\Fi1es\drhorton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: Im to. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 It 0.0 It 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 It 4 Ceiings Condit. Option 8.0 111 heat/cool 8.0 ftheat/cool 8.0 ft heat/coolTYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURENO. Htg Clg ftz) Htg Cig ft2) Htg CIg ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 p partitions d 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0'*" d 0.0 0 0 0 0**** 0 0 el0.0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling ENV 0.0 0***' 0 0 0 0 0 SE/ SW 47.4 49 2329 29 1367 0 0 South0.0 0 0 0'*`* 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doorsa tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d0.0 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 f0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 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 forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14Ductloss10 °/ 5fW 10 °/ 366 10 ° 18 15 Total loss = 13+14 6423 4022 201 16 Int gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17SubtotRSHgain=7+8. +12+16 5127 3826 240 Less external cooling 0 0 0 18 Less transfer Duct gain 0 10°/ 513 10° 0 383 100/ 240 R 19 Total RSH gain=(17+18)*PLF 1.00 5640 1.01 4208 1.00 264 20Airrequired (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr ghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 AC:CA E:\Files\drhorton\1965\1965.rsr Page 3 L` Rpm 10x6 Iwcd d I lOg. Qj[ w lOx6 Iwcd80 12.12 Iwcd 6' D 1040 ra V 10.10 :rnp t0' 6' 3' bath duct to roof cap p• fan 144 rap 8' 1040 rap 3 ex 6. 14' 1.6 Iwcd 80 4.5.7'8. 8•7'4'4. 18x41 iwc Sx4 1 t ahu 10 1040 3wcd 1 1 vrY J SX 1170 1-1 114 12 4' $ N too 1242 rng7 A ? 3 A D w s• a/c D 3 l\37uu,, M 5' JIItR PAO Z (4 4' bath duct 70' din.^' lox6Qr f iDtoroofcapfan -light 12.6 Iwcd t 145 7' 4' dryer duct t to roof cop 12x6 Iwcd 18.13 glen 1as 24X14 RAD platforn by bldr 3.5 TON W/IOKW 8240V iPN scale Must have a ninlmun clearance of 4. Inches around the air handler per the State Energy code, All duct has an r=6 Insulation value, Rating joM< ma._5 )®® h MiTek Industries Inc 14515 North Outer Forty Drive, Suite 300 Chesterfield, MO 63017 USA July 25, 2003 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 : I4421.382 thru I4421415. Total : 34 drawings. Job :DR] 965E Builder D.R. HORTON Location :BAKERS CROSSING AoT Z+ County : S EMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include Junaidie'Budiman, PE 1) 34 Truss drawing. 2) Truss Index. July 25, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility ofbuilding designer, per ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965E Trusses included=34 Z,"\DR1965E\a.tre" 14421382 1,"\DR1965E\a11.tre" 14421383 2,'1DR1965E\a11g.tre" 14421384 3,"\DR1965E\a13.tre" 14421385 4,"\DR1965E\a15.tre" 14421386 5,'1DR1965E\a17.tre" 14421387 6,"\DR1 965E\a 1 9.tre" 14421388 7,"\DR1965E\a7.tre" 14421389 8,"\DR1965E\a9.tre" 14421390 9,'1DR1965E\b7.tre" 14421391 10,'1DR1965E\b9.tre" 14421392 1 1,"\DR1 965E\cl.tre" 14421393 12,"\DR1965E\cg.tre" 14421394 13,"\DR1965E\d.tre" 14421395 14,"\DR1965E\d3.tre" 14421396 15,'1DR1965E\e.tre" 14421397 16,'1DR1965E\e3.tre" 14421398 17,"\DR1965E\eg.tre" 14421399 18,'1DR1965E\fg.tre" I44214OG 19,"\DR1965E\j.tre" 14421401 20,"\DR1965E\j3.tre" 14421402 21,"\DR1965E\jg.tre" 14421403 22,"\DR1965E\jgl.tre" 14421404 23,"\DR1965E\jg2.tre" 14421405 24,'1DR1965E\k.tre" 14421406 25,"\DR1965E\I.tre" 14421407 26,"\DR1965E\11.tre" 14421408 27,"\DR1965E\124.tre" 14421409 28,'1DR1965E\127.tre" 14421410 29,"\DR1965E\m.tre" 14421411 30,"\DR1965E\s.tre" 14421412 31,'1DR1965E\s1.tre" 14421413 32,'1DR1965E\s2.tre" 14421414 33,"\DR1965E\s4.tre" 14421415 January 27, 2003 WARMNO - Verffy design Fara.rneters and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. MMIIIIIIIIIIII 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. Addtional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A Handling Installlno and Bracing Recommendalion available from Truss Plate Institute, W3 D'Onofrlo Drive, Madison, WI53719. MiTek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property11/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatesto'both sides of truss and building designer, erection supervisor, property e securely seat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each17-71 c ca other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; 3 ccjoint and embed fully. Avoid knots and wane plates from outside edge of 0 o d ti ` at joint locations, dtrussand vertical web. a 4. Unless otherwise noted, locate chord splices o at 1/a panel length(' 6 from adjacent oint. g (+ „ 1 joint.) C7 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, e 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses, PANEL 1993 Mitek Holdings, Inc. a CLIP FORM018, 01 NYORO AIR Job Truss Truss Type Qty Ply HORTON 14421382 DR19Ej E A ROOF TRUSS 10 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 1 0-Q 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-0-0 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:67.7 54 = 5.00 12 5 5x6 0 5x6 4 6 2x4 2x4 3 7 2 8 9Iv1 3.8 = 14 13 12 11 10 3x8 = 3x4 = 34 = 3x8 = 3x6 = 3x4 = 10-3-14 . 20-0-0 29-8-2 40-0-0 c 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : 2:0-4-2 0-1-8 , 4:0-3-0 0-3-0 , 6:0-3-00-3-0 , 8:0-4-2 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 0.75 Vert(LL) 0.29 12 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D 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=1951/0-8-0, 8=1951/0-8-0 Max Horz2=-224(load case 5) Max Uplift2=-1017(load case 4), 8=-1017(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11=2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES ( 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 1017 lb uplift at joint 2 and 1017 lb uplift at joint 8. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !V iV- 13 LOAD CASE(S) Standard' i No, 4 5161 y T y • i• STATE j11. i o OFr 111 S'• aAL / { vy WZ", WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. 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 bating of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available fromTruss 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 rr 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 10 This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 0 U a 0 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 dirrrension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,01.9 GANG -NAIL ID NYoR®.Aoa Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14421383 DR19(J5E A11 ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL - 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 i;-O-Q 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 41-0-p 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 1:68.6 5x6 = 5x6 = 516 = 3x4 = 4 5 6 7 5.00 12 2x4 -- \ i2A 3 8 2 9 1 101- 0 3x8 = 15 14 13 12 11 3x8 = 3x8 = 3x6 = 3x4 = 3x6 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets X,Y : 2:0-4-2 0-1-8 4:0-3-00-2-4 5:0-3-0 0-3-0, 7:0-3-0,0-2-4 9:0-4-2 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 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz2=134(load case 4) Max Uplift2=- 963(load case 2), 9=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=.-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11=3439 WEBS 3- 15=-368, 4-15=872; 5-15=-854, 5-13=106, 6-13=106, 6-11=-854, 7-11=872, 8-11=-368 NOTES (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 963 lb uplift at joint 2 and 963 lb uplift at joint i,» 9. t5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. - ,,........ r'i-. LOAD CASE(S) Standard i. ' •• L No. 4. 5161 STAFF F iOR V WARNING - Ve ft design parameter and READ NOTES ON THIS AND RE VERSE SIDEBEFORE 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. Addtional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatesto.both sides of truss and building designer, erection supervisor, propertysecurelyseat," J2 J3 J4 owner and all other interested parties„ e" 81 TOP CHORDS 2, Cut members to bear tightly against eachC2C3 other. o cr NN WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate c o joint and embed fully. Avoid knots and wane at joint locations, plates I/a"from outside edge of a ti V truss and vertical web. a o 4. Unless otherwise noted, locate chordsP lices at /4 length(+ 6" frompanel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates, fabrication, For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG -NAIL 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate. without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. 1 Job Truss Truss Type city Ply HORTON 14421384 DR19e; E A11G ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 1,0-9 5-9-14 11-0-0 15-6-0 20-0-0 24-6-0 29-0-0 34-2-2 40-0-0 41-0-pr 1-0-0 5-9-14 5-2-2 4-6-0 4-6-0 4-6-0 4-6-0 5-2-2 5-9-14 1-0-0 Swle = 1:68.6 5x8 = 5x8 = SA= 2x4 11 3x4 = 4 5 6 7 8 5.00 12 3x4 3A3 2 10 1LU it la 5x12 % 18 17 16 15 14 13 12 4x8 = 2.4 11 4x6 = 7x8 = 48 = 7x8 = 4x6 = 2x4 11 5-9-14 11-0-0 14-3-0 1 20-0-0 25-9-0 29-0-0 34-2-2 40-0-0 5-9-14 5-2-2 3-3-0 5-9-0 5-9-0 3-3-0 5-2-2 5-9-14 Plate Offsets X Y : 2:0-5-5 0-2-8 4:0-5-12 0-2-8 , 5:0-3-00-3-08:0-5-12 0-2-8 14:0-4-00-4-8 16:0-4-0,04-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.62 15 >757 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.88 15 >539 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 246 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Sheathed. 5-8 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2X4SYP No. 3 REACTIONS (lb/size) 2= 3417/0-8-0, 10=2754/0-8-0 Max Horz 2=136( load case 4) Max Uplift2=-1714(load case 2), 1 0=-1 374(loadcase 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 17, 2-3=-7690, 34=-7153, 4-5=-8112, 5-6=-7469, 6-7=-7469, 7-8=-6082, 8-9=-5464, 9-10=-6021, 10-11=17 BOT CHORD 2-18= 7057, 17-18=7057, 16-17=6609, 15-16=8042, 14-15=6453, 13-14=5051, 12-13=5525, 10-12=5525 WEBS 3-18=108, 3-17=-500, 4-17=289, 4-16=2583, 5-16=266, 5-15=-814, 6-15=-333, 7-15=1444, 7-14=-1401, 8-14=1771, 8-13=301, 9- 13=-530, 9-12=108 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;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. p 1 13 3) Provideadequatedrainagetopreventwaterponding. ! 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1714 Ib uplift at joint 2 and 1374 lb uplift at .y../... joint 10. 5) Specialhanger(s) or connection(s) required to support concentrated load(s) 2268.21b down and 1161.61b up at 14-3-8 on bottom chord. Design for unspecified connection( s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 4 5161 LOAD CASE(S) Standard 1) Regular: Lumber Increase-- 1.33, Plate Increase=1.33 _ Uniform Loads (plf) STATE OF Vert: 1-4=-74. 0, 4-8=-74.0, 8-11=-74.0, 2-10=-20.0 %I •` Concentrated Loads (lb) y'•..' 460 wse R I Vert: 16=-2268.2 ]- NAL WARNING - Ver(fy design parameters and READ NOTES ONTRIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. 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. 1 g^ YBu 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N ad! 0 MiTek@ e t e HYDRMA/R. ® . General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job Truss Truss Type Qty Ply HORTON 14421385 DR19G•5E A13 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries,Inc. Mon Jan 27 16:07:04 2003 Page 1 i1,0-0 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 gr p 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:68.6 5x6 = 3x4 = 3x4 = 5x6 = 4 5 6 7 5.00 12 3x4 3x4 3 8 2 9 10I-; 01 3x8 = 17 16 15 14 13 12 11 3x8 = 2x4 11 3x8 = 3x6 = 3x4 = 3x6 = 3x8 = 2x4 11 6-9-14 13-0-0 20-0-0 27-0-0 33-2-2 40-0-0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 4:0-3-00-2-4 7:0-3-0 0-2-4 9:0-4-2 0-1-8 LOADING ( pso SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) 0.33 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horc(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz 2=-1 54(load case 5) Max Uplift2=-930(load case 4), 9=-930(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483, 15 16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11=3483 WEBS 3-17=128, 3-16=-640, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11=128 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 930 lb uplift at joint 2 and 930 lb uplift at joint y 9. !pt 5) Truss Engineer: Junaidie Budiman; PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. V; L g;'• '/ LOADCASE(S) Standard ir No. 4.5161 ,k b : STATE OF s ` i I C p`yQ ! L WARNING - Vsr Vy design paroameten and READ NOTES ON TMS AND RE VERSE 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. Appllcablilty of design parameters and proper incorporation at 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 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. iTe k® 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, 0 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. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 cr 0 U a 0 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 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. Mems® MiTeke A JIM PANEL TM CLIP FORM018, 019 GANG-NARL ® HiYQO1 IR (9i Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at / 4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421386 DR19UE A15 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 to-0 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 41-0-p 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 168.6 5x6 = 3x4 = 5.6 = 5.00 12 4 5 6 5.6 i 5x6 11 3 7 2 8 91 to 3x8 = 13 12 11 10 US = 2x4 11 SA = 5x8 = 2x4 II 7-9-14 15-0-0 25-0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-0,0-3-4 4:0-3-00-2-4 6:0-3-00-2-4 7:0-3-00-3-4 8:0-4-2 0-1-8 11:0-4-00-3-012:0-4-00-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.89 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.85 Vert(TL) -0.66 11-12 >720 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directlyapplied or 4-10-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No. 3 REACTIONS (lb/size) 2=1951/0- 8-0, 8=1951/0-8-0Max Horz 2=-1 74(load case 5) Max Uplift2=-959(load case 4), 8=-959(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2- 3=-3712, 3-4=-2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-3712, 8-9=14 BOT CHORD 2-13=3399, 12- 13=3395; 11-12=2849, 10-11=3395, 8-10=3399 WEBS 3-13=147, 3-12=- 767; 4-12=677, 5-12=-231, 5-11=-231, 6-11=677, 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 959 lb uplift at joint 2 and 959 lb uplift at joint 5) Truss Engineer: Junaidie Budiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `' .+' Wit •'`• LOAD CASE(S) Standard ; No. 4. 5161 r ANAL WARNING - VerVy design parlarrseters and READ NOTES ON TEW AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard. DSB-89 Bracing Specification. and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W153719. MiTek® Symbols Numbering System General Safety Notes 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 plates to both sides of.truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/8„ Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz 2. Cut members to bear tightly against eachc other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o h a ' Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a a ti o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices c8 C, o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4011 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. El I MiTeke 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 OfYDRO-!/R O Job Truss Truss Type Qty Ply HORTON 14421387 DR1965E A17 ROOFTRUSS 2 1 optional) ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 11-0-p 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 41-0-p 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 135-1-3 1-0-0 Scale = 168.6 5x6 = 5x8 = 5 6 5.00 12 3x4 3x4 4 7 54 5x6 uS 3 6 2 9 0! 1Loio to 3x6 = 16 15 14 13 12 11 3x8 = 3x4 = 3.6 = 3x8 = 3x4 = 34= 3x4 = 8-9-14 1 17-0-0 23-0-0 31-2-2 40-0-0 8-9-14 8-2-2 6-0-0 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 0-2-4 6:0-5-12 0-2-8 8:0-3-0,0-3-0 9:0-4-2 0-1-8 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES W B 0.71 Horc(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No:3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz2=194(load case 4) Max Uplift2=-984(load case 4), 9=-984(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3512, 8-9=-3806, 9-10=14 BOT CHORD 2-16=3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11=3475 WEBS 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11=438, 8-11=-316 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 984 lb uplift at joint 2 and 984 lb uplift at joint pp 9. i [3 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ;' •L C4i yyyY. YrNo. 4.5161 A STATE F i ANAL TVAil - VerVy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design void for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instollinq and Bracing Rocammondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. - MiTek° Symbols PLATE LOCATION AND ORIENTATION 41 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches: Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/8"from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c WEBSCC J5 0 0 O O y " U a ce c? cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke TMPAPMNEL CLIP FORM01 B4O19 GANG -NAIL OO HYORO,A/R 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. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. , Job Truss Truss Type Qty Ply HORTON 14421388 DR19f>- E A19 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 1,-0-Q 6-9-3 12-10-10 , 19-0-0 1 21-0-0 , 27-1-6 33-2-13 40-0-0 41-0-P 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 168.6 Sx6 = 5x6 = 5 6 5.o0 12 3x4 - 3x4 4 7 5x6 Us 3 8 2 9 1 0Ilti0 3x8 = 16 - 15 14 13 12 11 3x8 = 3x4 = 34 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-0-0 21-0-0 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets X Y : 2:0-4-2,0-1-8 , 3:0-3-0,0-3-0, 5:0-3-0,0-2-4 , 6:0-3-00-2-4 8:0-3-0 0-3-09:0-4-2,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.36 14-16 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0. 0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc pudins. BOT CHORD 2 X 4 SYP No.2D r- - BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/ size) 2=1951/0-8-0, 9=1951/0-8-0 MaxHorz2= 214(load case 4) Max Uplift2=- 1008(load case 4), 9=-1008(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=.-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11=3523 WEBS 3- 16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11=560, 8-11=-408 NOTES (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 1008 lb uplift at joint 2 and 1008 lb uplift at yy joint9. !kkR•I 5) TrussEngineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ...., e LOAD CASE( S) Standard ,•'y 1 No. 4 5161 eon STATE OF Xte WARNING - VerVy design pamrrwters and READ NOTES ON TBfS 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 RPM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 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. M I® 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 seat. securely B„ ,fie 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 0 O U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mrfek/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® TM x.. PANEL CLIP 6M018,019 QANG-NAIL. ® HYOR0,4/IP® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at / 4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421389 DR1965E A7 ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 ti 0-p 3-9-14 7-0-0 13-6-14 20-0-0 26-5-2 , 33-0-0 36-2-2 40-0-0 41-0-p 1-0-0 3-9-14 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 168.6 5xlo = 5x10 = 46 = 7x8 = 4x6 = 5.00 12 4 5 6 7 8 2x4 2x4 3 9 of 2 10 1IeJ1 3x8 = 16 15 14 13 3x4 = 5x6 = 3.8 = 5.6 = 12 3x8 = 3x4 = 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 i 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets X,Y : 2:04-2,0-1-8 4:0-4-0 0-3-4 , 6:0-4-0,0-4-8 , 8:0-4-0 0-3-4 , 10:04-2 0-1-8 13:0-3-0,0-3-4 , 15:0-3-0,0-3-4 . LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.94 14 >500 M1120 249/190 TCDL 7.0 Lumber Increase ' 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except TOP CHORD Sheathed or 3-6-8 oc purlins. 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except` 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0-8-0, 10=3875/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2=-2516(load case 2), 10=-2516(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-8441, 3-4=-8545, 4-5=-12386, 5-6=-13791, 6-7=-13791, 7-8=-12386, 8-9=-8545, 9-10=-8441, 10-11=14 BOT CHORD 2-16=7643, 15-16=7951, 14-15=12386, 13-14=12386, 12-13=7951, 10-12=7643 WEBS 3-16=299, 4-16=685, 4-15=4852, 5-15=-1698, 5-14=1540, 6-14=-991, 7-14=1540, 7-13=-1698, 8-13=4852, 8-12=685, 9-12=299 NOTES (8) 1) 2-ply truss to be connected together with 1 Od Common(. 148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows' 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. qi ,• 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gabl end zone; cantilever left DOL=1.33 DOL=1.33. y and right exposed ;Lumber plate grip 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2516 lb uplift at joint 2 and 2516 lb uplift at No. 4.5161 ; joint 10. 6) Girder carries hip end with 7-0-0 end setback i" 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 33-0-0, and 603.21b down 0 % STATE E OF ; t, a and 470.91b up at. 7-M on bottom chord. Design for unspecified connection(s) is delegated to the building designer. l 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.y Q Q s LOAD CASE(S) Standard+Y/1 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 en rnue • on a e WARNING - Ver{ fy design pamnseten and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. 7hb design Is based only upon parameters shown, and k for on Individual building component to be IMM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsibllity of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Instailinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property4410't 4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e a securely seat, J2 J3 Ja TOP CHORDS owner and all other interested parties„ 2. Cut members to bear tightly against eachaca other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 - 0a 3 joint and embed fully. Avoid knots and wane plates I/s" from outside edge of a o a at joint locations, truss and vertical web, a o 4, Unless otherwise noted, locate chord lap' at I14 panel length(+ 6" from adjacent joint,) c43 C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19% at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrfek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown, nA Indicates location of joints at 13, Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek° engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. :. CLIP FORM018,019 NG- ® HYDRO -AIR® Job Truss Truss Type Qty Ply HORTON DR1965E A7 ROOF TRUSS 1 2 14421389 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Vert: 16=-603.2 12=-603.2 B0 No.4.5161 Y ` STATE OF A WARNWO - Ver{ fy design parameters and READ NOTES ON THIS AND REVERSE SmE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically, Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installinq and Bracing Recommendation ovallable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1311. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e securely seat. J2 J3 J4 owner and all other interested parties.. 4. TOP CHORDS 2. Cut members to bear tightly against eachczc other. WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz ; ; joint and embed fully. Avoid knots and wane plates I/8" from outside edge of O atjoint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of . connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. 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 continuouslateralbracing. 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 BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with whichbearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. O 15. Care should be exercised in handling, TM erection and installation of trusses. CLIPEL 1993 Mitek Holdings, Inc. FORM018, 019 GANG -NAIL ® HYORO'A/R®... Job Truss Truss Type Qty Ply HORTON 14421390 DR1965E A9 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 11'0-? 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 11=0-p 1- 0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale = 1:68.6 5x6 = 5x6 = 3x4 = Sx6 = 3x4 = 5. 00F12 4 5 6 7 8 2x4 C 2A 3 9 2 10 1 10 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 = 3x4 = 3.4 = 4x6 = Re = 9- 0-0 16-4-0 23-8-0 31-0-0 40-0-0 9- 0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets X Y : 2:04-2 0-1-8 4:0-3-00-2-46:0-3-00-3-0 8:0-3-0 0-2-4 10:0-4-2 0-1-8 16:0-3-0Edge], LOADING (psf) SPACING 2-0- 0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.51 15 >933 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2=1951/ 0-8-0, 10=1951/0-8-0 Max Horz 2=-114(load case 5) Max Uplift2=-997(load case 2), 10=-997(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4- 17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (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 997 lb uplift at joint 2 and 997 lb uplift at joint b 10. ! Itf7 f 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,.,. ....!' .,/ LOAD CASE(S) Standard 61' 10 No. 4.5161 y • STATE QE 16 •' e y•`/' ry. NAL AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE 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 brarcing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installinq 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 Er 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 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. 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 HYDRO -AIR ®. Job Truss Truss Type City Ply HORTON 14421391 DR1965E B7 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:07 2003 Page 1 1-0-0 3-9-14 7-0-0 11-2-15 15-4-1 19-7-0 1-0-0 3-9-14 3-2-2 4-2-15 4-1-3 4-2-15 Scale = 134.4 6xB = 3x6 II 5x6 = 4 56.6 6 7 5.00 12 2x4 3 2 Lij 11 0 9 3x8 = 3x4 = 3x4 = 7x8 = 3x4 11 7-0-0 11-2-15 15-4-1 19-7-0 7-0-0 4-2-15 4-1-3 4-2-15 Plate Offsets X,Y : 2:0-0-0 0-M 3:0-0-0,0-0-0 4:0-2-0,0-3-12 , 5:0-0-0 0-0-0 6:0-0-0 0-0-0 , 7:0-0-0 0-0-0 9:0-2-8,0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.16 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.19 10-11 >999 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.05 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 127 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-3-5 oc purlins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 'Except' 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 8=1962/0-3-0, 2=1803/0-8-0 Max Horz2=238(load case 4) Max Uplift8=-1327(load case 2), 2=-1124(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-3707, 3-4=-3555, 4-5=-3464, 5-6=-2334, 6-7=-2334, 7-8=-1838 BOT CHORD 2-11=3331, 10-11=3313, 9-10=3461, 8-9=103 WEBS 3-11=-63, 4-11=777, 4-10=178, 5-10=84, 5-9=-1365, 6-9=-629, 7-9=2701 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 ;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 1327 lb uplift at joint 8 and 1124 lb uplift at .,• joint 2. 5) Girder carries hip end with 7-0-0 end setback . U • V6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 7-0-0 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. No, 4.5161 LOAD CASE(S) Standard t1) Regular: Lumber Increase=1.33, Plate Increase=1.33 & STATE OF ; 1a Uniform Loads (plD ,,(\ : A hVert: 1-4=-74.0, 4-7=-154.2, 2-11=-20.0, 8-11=-41.7••y, V•• r{ I.•• Concentrated Loads (lb) [1, •w Vert: 11=-603.2 L] jALIYIi Ir 1 s WARNING - Verb fy 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 bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely, seat. Y8" For 4 x 2 orientation, locate plates I/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 VnA Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cs Q o WEBS J5 Q 0 0 a VO a co c' cc 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek° TM PANEL CLIP GANG -NAIL ® HYDRO -AIR O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. , Job Truss Truss Type Qty Ply HORTON 14421392 DR1969E B9 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:08 2003 Page 1 1-0-0 4-9-14 9-0-0 14-3-8 _ 19-7-0 1-0-0 4-9-14 4-2-2 5-3-8 5-3-8 So le = 1:34.4 44 = 3.8 = 2x4 ll 4 5 6 5.00 Fl2 2x4 J 3 2 rvi 1298 3x4 = 5x8 = 2x4 II 3x4 = 9-0-0 14-3-8 19-7-0 r 9-0-0 5-3-8 5-3-8 Plate Offsets X Y : 9:0-2-12 0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc)- I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.16 2-9 >999 BCLL 0.0 Rep Stress Incr YES W B 0.77 Horz(TL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-0-9 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-74 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=898/0-3-0, 2=1001/0-8-0 Max Harz2=306(load case 4) Max Uplift7=-506(load case 2), 2=-516(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1570, 3-4=-1216, 4-5=-1122, 5-6=0, 6-7=-190 BOT CHORD 2-9=1428, 8-9=890, 7-8=890 WEBS 3-9=-336, 4-9=111, 5-9=286, 5-8=104, 5-7=-1105 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 506 lb uplift at joint 7 and 516 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ! i13 LOAD CASE(S) Standard i FI'q' j•" S No. 4 5161 STATE OF V ORE*'' ANAL gWARWNO - VerVy design pamnietsn and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for 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 k 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 rcing of the overall structure is the responsibility of the building designer. For general guidance regarding tobrication, quality control, storage, delivery, erection and bracing, consult CST-98 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. MiTek® r Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property F 8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. 0 WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane plates 1/13' from outside edge of a ti o_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesp' 114oat panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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. 4010 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL FORM018,019 AG -NAIL (A) CLIP GN HYDRO,Alff @ . 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 14421393 DR196;E C1 MONO HIP 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:10 2003 Page 1 1-0-0 , 4-9-14 9-0-0 14-4-0f. 1-0-0 4-9-14 4-2-2 5-4-0 Scale = 1:25.6 4x8 = 2x4 II 4 5 5.Do F12 2x4 3 2 3x4 = 7 6 3x4 = 3x5 = 9-1-12 14-4-0 i 9-1-12 5-2-4 Plate Offsets X Y : 2:0-1-8 0-1-8 4:0-5-4 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) 0.03 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.15 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 72 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=747/0-1-8, 6=664/0-1-8 Max Horz 2=306(load case 4) Max Uplift2=-399(load case 4), 6=-366(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1023, 3-4=-613, 4-5=-0, 5-6=-192 BOT CHORD 2-7=940, 6-7=577 WEBS 4-7=305, 3-7=-409, 4-6=-715 NOTES (6) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 366 lb uplift at joint 6. ! i 13 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. .••..•... 6) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .• l q; , LOAD CASE(S) Standard' No. 4.5161 A y : MATE V[\)1/ ram O I WAL AWARNING - VerVy design parameters and READ NOTES ON TIM AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Specification, and HIS-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 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, o Q 0 For 4 x 2 orientation, locate plates I/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 LOWEST JOINT MiTek/Gang-Noll 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 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 o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANE CLIP FORM018,019 NG-NAIL ® 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 14421394 DR1965E CG FINK 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:11 2003 Page 1 1-0-0 , 4-3-5 7-6-0 10-8-11 _14-4-0 1-0-0 4-3-5 3-2-11 3-2-11 3-7-5 Scale = 1:25.1 4x6 = 4 5.00 12 2.4 \\ 2.4 5 3 6 2 qj 9 Id 3x6 = 9 8 7 10 3x4 = 3x4 = 3x6 = 5-4-3 9-7-13 14-4-0 5-4-3 4-3-10 4-8-3 Plate Offsets X Y : 2:0-1-5 0-0-6 6:0-0-1 0-0-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.13 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-10 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1481/0-2-1 (input: 0-1-8), 6=1454/0-2-0 (input: 0-1-8) Max Horz 2=1 12(load case 4) Max Uplift2=-923(load case 4), 6=-841(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-2519, 3-4=-2348, 4-5=-2192, 5-6=-2318 BOT CHORD 2-9=2301, 8-9=2301, 7-8=1534, 7-10=2062, 6-10=2062 WEBS 3-8=-316, 4-8=1024, 4-7=776, 5-7=-147 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;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 923 lb uplift atjoint 2 and 841 lb uplift at joint 6. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 750.71b down and 512.91b up at 3-14, and 766.01b down and • ......, 569.61b at 11 8-12 on bottom chord. Design for connection(s) is delegated to the building designer. lupunspecified .•Q 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •'y r'.• " v LOAD CASE(S) Standard * ; 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 No. 4.5161 Uniform Loads (plo Vert: 2-6=-20.0, 1-4=-74.0, 4-6=-74.0 pConcentratedLoads (lb) STATE OF VVert: 9=-750.7 10=-766.0 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 of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrloation, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Orlofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property11/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e 1B securely seat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 773 2. Cut members to bear tightly against eachCz other, J5ccWEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz 6 ; QL joint and embed fully. Avoid knots and wane plates from outside edge of o ya _ at joint locations, dtrussand vertical web. a o 4, Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) C8 C, 0 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-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. 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 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. 4 CLIP FORM018,019 4roG-wall ® HY090- INO.: ... Job Truss Truss Type Qty Ply HORTON 14421395 DR1965,E D ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:06 2003 Page 1 1-0-0 4-6-0 9-0-0 10-0-0 1-0-0 4-6-0 4-6-0 1-0-0 Scale = 1:18.0 4x6 = 3 5.00 12 4 2 5 o 3x6 — 2x4 11 3x6 7 6 1-1-8 0-10-10 1T0T01 4-6-0 8-0-0 I 0-10-10 0-1-6 3-4-8 3-6-0 1-0-0 1018 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.03 2 >408 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >210 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horc(TL) 0.00 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=50610-3-0, 6=497/0-1-8 Max Horz 8=68(load case 4) Max Uplift8=-345(load case 4), 6=-338(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-257, 3-4=-256, 4-5=28 BOT CHORD 2-8=164, 7-8=164, 6-7=164, 4-6=164 WEBS 3-7=-129 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 mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 8 and 338 lb uplift at joint 6. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i 13 t LOAD CASE(S) Standard No. 4 5161 ,k STATE OF 4 Q rlaL WARNING - VerW design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. ®® O 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 VEIRM 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 brbrcing 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 iTe iC° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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, 8 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 dirlTension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS a c3 o WEBS J5 a: O _ o U O O sti u U a ce c7 Ou BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING.AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko TM PANEL CLIP HYDRO-AIJ0 O . . Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. , Job Truss Truss Type Qty Ply HORTON 14421396 DR1965E D3 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:13 2003 Page 1 1-0-0 , 3-0-0 6-0-0 9-0-0 -- 10-0-0 1-0-0 3-0-0 3-0-0 3-0-0 1-0-0 Scale = 1:18.2 64 = 6x6 = 3 4 5.00 e52 63x42x4II2x4I% 3x4 9 e 1-0-0 3-0-0 6-0-0 8-0-0 1-0-0 2-0-0 3-0-0 2-0-0 1-0-0 Plate Offsets X Y: 2:0-2-15 0-1-8 3:0-3-00-1-4 4:0-3-00-2-9 5:0-2-15 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.04 8-9 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.08 6 >161 BCLL 0. 0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 7 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins. 3-4 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 10=583/0-8-0, 7=583/0-8-0 Max Horz 10=52(load case 4) Max Uplift10=- 402(load case 4), 7=-402(load case 5) Max Gray 10=597(load case 6), 7=597(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-253, 3-4=-159, 4-5=-253, 5-6=28 BOT CHORD 2-10=170, 9-10=170, 8-9=159, 7-8=170, 5-7=170 WEBS 3- 9=-94, 4-8=-94 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 ;Lumber DOL=1.33 plate grip DOL=1.33. yry 3) Provide adequate drainage to prevent water ponding. ! 1 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 10 and 402 lb uplift at joint . . .. a 7. 5) Girder carries hip end with 3-0-0 end setback ;' • 4 j . r 6) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 55.0Ib up at 6-0-0, and 70.51b down and v 55.O1b up at 3-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. ; No. 45161 LOAD CASE( S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 0 STATE OF Uniform Loads ( plfi ' b, r(+ •` 'V Vert: 1- 3=-74.0, 3-4=-80.2, 4-6=-74.0, 2-9=-20.0, 8-9=-21.7, 5-8=-20.0 aye•, Z Q R Concentrated Loads ( Ib) '•"1A•e•'• Vert: 9=- 70.5 8=-70.5 PNAL AWARMNO - Ver- jg 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 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 to-3. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1, Provide copies of this truss design to theplatestobothsidesof -truss and building designer, erection supervisor, property B securelyseat. J2 J3 J4 owner and all other interested parties., 4„ TOP CHORDS 2, Cut members to bear tightly against eachC2c3 other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully, Avoid knots and wane plates from outside edge of o_ Q. y V at joint locations. dtrussand vertical web. a 4, Unless otherwise noted, locate chordssplicesp' o at 1 /4 panel length(+ 6" from adjacent joint.) C, c46 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-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses, PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 r.an G-wain Q HYORD AIR ®. Job Truss Truss Type Qty Ply HORTON 14421397 DR1965E E ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:13 2003 Page 1 4-3-0 8-6-0 4-3-0 4-3-0 46 = Scale = 1:19.6 2 5.00 F12 3x4 G 3x4 3 1 6 53 4 2x4 II 2x4 II 4-3-0 8-6-0 4-3-0 4-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) -0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=386/Mechanical, 4=386/Mechanical Max Horz6=-68(load case 2) Max Uplift6=-185(load case 4), 4=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-275, 2-3=-275, 1-6=-345, 3-4=-345 BOT CHORD 5-6=0, 4-5=0 WEBS 2-5=-92, 1-5=268, 3-5=268 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 ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 185 lb uplift atjoint 6 and 185 lb uplift atjoint 4. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE(S) Standard ti .••' •••' 7.. No. 4.5161 A STATE OF M aL wmmNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. con U[ 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 MEN= anInstalledandbodedvertically. 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 brhrcing 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 fly® M'TekI53719. Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches., Apply plates to. both sides of.truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 Cr O _ O V V N CIE O O a ca c2 cs 1 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 dinTension 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 nA Indicates location of joints at which bearings (supports) occur. MiTeko TM PANEL CLI P FORM018,019 rnw-nw ® ilrrQsr®v iOR ,.. 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 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. - Job Truss Truss Type Qty Ply HORTON 14421398 DR1966E E3 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc- Mon Jan 27 16:07:14 2003 Page 1 3-0-7 5-5-9 8-6-0 i 3-0-7 2-5-2 3-0-7 10xl2 = Swle = 1:17.6 10x12 = 2 9 10 3 5.00 12 3x4 i -- — 3x4 4 1 3x4 = 6 7 11 12 6 5 3x4 = 2x4 11 2x4 3-0-7 5-5-9 8-6-0 i 3-0-7 2-5-2 3-0-7 Plate Offsets X Y : 2:0-6-0 0-2-8 3:0-6-0 0-1-5 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.01 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) -0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-M oc purlins, except end verticals. 2-3 2 X 10 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2X4SYP No.3 REACTIONS ( lb/size) 8=424/Mechanical, 5=424/Mechanical Max Horz8=26(load case 4) Max Uplift8=-412(load case 2), 5=-412(load case 3) Max Grav8=433(load case 6), 5=424(load case 1). FORCES ( lb) - First Load Case Only TOP CHORD 1-2=-423, 2-9=-356, 9-10=-356, 3-10=-356, 3-4=-423, 1-8=-387, 4-5=-387 BOT CHORD 7-8=50, 7-11=356, 11-12=356, 6-12=356, 5-6=50 WEBS 2-7=-75, 3-6=-75, 1-7=343, 4-6=343 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 ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. ...••.•... Provide ( F /q 5) mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 8 and 412 lb uplift at joint .• , e UOLY6) Special hanger(s) or connection(s) required to support concentrated load(s) 69.91b down and 74.41b up at 3-0-7, 3.61b down and 40.1lb up}' at 3-9-12, and 3.61b down and 40.11b up at 4-8-4, and 9.91b down and 74.41b up at 5-5-9 on top chord, and 17.31b down and 74.01b up at 3- 0-7, 7.71b down and 49.91b up at 3-9-12, and 7.71b down and 49.91b up at 4-8-4, and 17.31b down and 74.Olb up at 5-5-9 on bottom No. 4.5161 " 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. -; STATE OF LOAD CASE(S) Standard 11A •` l 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 (y•.It Q R IDS Uniform Loads ( plf) LiI •r•w+ Vert: 1- 2=-74.0, 2-3=-74.0, 3-4=-74.0, 5-8=-20.0 W ` tL Concentrated Loads (lb) Vert: 2=- 9.9 3=-9.9 7=-17.3 6=-17.3 9=-3.6 10=-3.6 11=-7.7 12=-7.7 WARNING - Ver( jy design pamnseters 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 bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding fobrk; ation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing SpecUlcation, and HIS-91 Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. M I® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14- 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. A Ye J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcz other, 3. Place plates on each face of truss at each oFor4x2orientation, locateU 0jointXNJirandembedfully. Avoid knots and wane plates 1/8" from outside edge of O a_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at /a panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 LNG- ® HYDRD;A/RO' Job Truss Truss Type Qty Ply HORTON 14421399 DR1965E EG FLAT 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:15 2003 Page 1 4-1-8 8-3-0 4-1-8 4-1-8 Scale = 1:13.2 4A = 1 44 = 2 2x4 11 3 F_ I 3x10 = 5 4 2x4 II 2x4 II 4-1-8 8-3-0 4-1-8 4-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.05 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 53 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except 1-6 2 X 6 SYP No.2ND, 3-4 2 X 6 SYP No.2ND REACTIONS (lb/size) 6=618/0-3-0, 4=618/0-3-0 Max Uplift6=-349(load case 2), 4=-349(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-579, 1-2=-1156, 2-3=-1156, 3-4=-579 BOT CHORD 5-6=-0, 4-5=0 WEBS 2-5=-540, 1-5=1196, 3-5=1196 NOTES (5) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 349 lb uplift at joint 4. 4) Girder carries tie-in span(s): 5-M from 0-M to 8-3-0 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ! i 13 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 j Uniform Loads (plf) Vert: 4-6=-20.0, 1-3=-138.6 No. 4.5161 STATE OF is L WARNING - Ver{ jg design pararneten and READ NOTES oN Tms AND RE VERSE SIDE 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 614 designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. ye„ Ye" 0 Cl 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 0 Cl U a 0 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. FA RTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 G.4MG-NAIL ® HYDRO -AIR 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 1 /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. , Job Truss Truss Type city Ply HORTON 14421400 DR1965E FG ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:16 2003 Page 1 358 6110 3-5-8 3-5-8 2x4 II 4x6 = Swle = 1:21.8 1 4A — 7 2 8 3 Ll 9 10 5 11 4 6x8 = 2x4 II 2x4 II 0-p-4 3-5-8 6-11-0 0-0-4 3-5-8 3-5-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.02 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1814/0-1-8, 4=2288/Mechanical Max Uplift6=-984(load case 2), 4=-1231(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-6=-1615, 1-7=-1335, 2-7=-1335, 2-8=-1335, 3-8=-1335, 3-4=-2073 BOT CHORD 6-9=-0, 9-10=-0, 5-10=-0, 5-11=-0, 4-11=0 WEBS 1-5=1954, 2-5=-1012, 3-5=1954 NOTES (9) 1) 2-ply truss to be connected together with 1 Od Common( 148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 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) Refer to girder(s) for truss to truss connections. i } 5) Provide mechanical connection (by others) of truss to bearing at joint(s).6. plate 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 6 and 1231. lb uplift at joint ,• IIF a++,, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. ' C•; 8) Special hanger(s) or connection(s) required to support concentrated load(s) 452.Olb down and 266.1lb up at 2-5-12, and 452.01b down and 266.1lb up at 4-5-12, and 452.01b down and 266.1lb up at 6-9-4 on top chord, and 88.71b down and 27.21b up at 1-0-1, and 1411.61 NO 4 51 61 downand789.91b up at 2-11-12, and 623.31b down and 242.21b up at 4-11-12 on bottom chord. Design for unspecified connection(s) is : r delegatedtothebuildingdesigner. .. = 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, no— :* 403TATE OF K 1.'•, t I0'' LOADCASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 •.r.,,.•r Uniform Loads (plf) Vert: 1-3=-74.0, 4-6=-20.0 dYP7l. Concentrated Loads (lb) WARMNO - VerW design parameters and READ NOTES ON TB7s AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 1'S A' MiTekHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. *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 dirrvension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VrilA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cs M WEBS J5 0 0 h cc U O O . Ins+ y " U a ca c; C6 1 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 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 M1 MiTeko TM PANEL CLIP HYDRO -AIR O' General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421401 DR1965E J ROOFTRUSS 20 1 optional) ACCU=SPAWTH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:17 2003 Page 1 1-0-0 7-0-0 1-0-0 7-0-0 3 scale = 1:16.6 6.00 f2 2 4 2A = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 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/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 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=234/Mechanical, 2=424/0-8-0, 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 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=133. 2) Refer to girder(s) for truss to truss 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 EE— j i•V s f i No. 4 5161 A 0- 0 STATE OF Oftl L AWAMUNG - VerW design paranterters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. IMMDesignvalidforuseonlywithMITekconnectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 A Handling Instolling and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. 'v' e T® Symbols PLATE LOCATION AND ORIENTATION 13i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. 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, W FORM018,019 Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca 73- WEBS J5 Cr oCro CL Q a c8 c7 ce O 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 MiTeko TM PAN CLIP EL GANG -NAIL ® HYOp0.A#R.-®' Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties- 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14421402 DR1965E J3 ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:36 2003 Page 1 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:8.7 5.00 12 2 2x4 = 5 4 1-0-0 1-4-0 3-0-0 1-0-0 0-4-0 1-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12' Vert(LL). 0.04 2 >332 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >211 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/deft = 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 10-0-0 oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4=-114/Mechanical, 5=373/0-3-0 Max Harz 5=101(load case 5) Max Uplift3=-1 1 0(load case 5), 4=-114(load case 1), 5=-239(load case 4) Max Grav3=95(load case 1), 4=100(load case 4), 5=373(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=29 BOT CHORD 2-5=0, 4-5=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 110 lb uplift at joint 3, 114 lb uplift at joint 4 and 239 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard i B R 3..F gf No. 4.5161 ,k STAVE OF aL WARNING - VerVy design paimmeters and READ NOTES oN nns AND 1E1irEERBE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guldonce regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Welk" Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 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 dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING nA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS C2 c o WEBS J5 Q 0 0 U O O U a C8 C7 C6 0 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 MiTeko 1511 TM PANEL CLIP FORM018,019 GANG-NAUL ® HYDRO -AIR 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 Truss Type City Ply HORTON 14421403 DR1965E JG MONO TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:19 2003 Page 1 1-0-0 3-8-2 7-0-0 I I 1-0-0 3-8-2 3-3-14 2x4 11 Scale = 1:18.1 3 5.00 F12 5 2 6 4 3A = 2x4 11 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.20 1 >83 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=280/0-1-8, 2=361/0-8-0 Max Horz 2=241(load case 4) Max Uplift4=-208(load case 4), 2=-241(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-5=-80, 3-5=67, 3-4=-218 BOT CHORD 2-6=0, 4-6=0 NOTES (6) 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4 and 241 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 61.81b up at 1-8-0 on top chord, and 13.Olb up at 1-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. - 136) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. P ll• LOAD CASE(S) Standard ' A ; q ! 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 •: 61 Uniform Loads (plf) ` Vert: 1-3=-74.0, 2-4=-20.0 - No 4.5161ConcentratedLoads (lb) Vert: 5=61.8 6=13.0STATE OF to R 1o•'' WARNING - Vsr(jy design parameters and READ NOTES ON TIM AND REVERSE SIDE BEFORE USE. Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblilty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conhol, 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, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * 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. J2 J3 J4 TOP CHORDS ca c3 o WEBS J5 a: O o Cr U O O U a ce a cs OF_ BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORMOl B4O19 C..anG NAIL ® HYORO,A/R® 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 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421404 DR1965E JG1 FLAT 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:20 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 U4 o Scale = 1:11.5 1 3A = 9 2 2x4 II 10 3 3a8 = 7 5 B 4 2x4 11 2x4 I 3-5-8 6-11-0 - - - 3-5-8 3-5-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horc(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-9 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=689/0-1-8, 4=792/0-1-8 Max Uplift6=-61 1 (load case 2), 4=-634(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-607, 1-9=-1294, 2-9=-1294, 2-10=-1294, 3-10=-1294, 3-4=-604 BOT CHORD 6-7=0, 5-7=0, 5-8=-0, 4-8=0 WEBS 2-5=-336, 1-5=1385, 3-5=1385 NOTES (7) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint 6 and 634 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2-11-3, and 11.61b down and 126.51b 5-0-1 on top chord, and 421.51b down and 371.81b up at 2-11-8, and 368.91b down and 133.41b up at 4-11-12 on bottomupat chord. Design for unspecified connection(s) is delegated to the building designer. ( ..! Q7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331: ' ql'` LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 No. q 511 L Uniform Loads (plf) Vert: 4-6=-20.0, 1-3=-74.0 $ tConcentratedLoads (lb) STATE OFVert: 7=-421.5 8=-368.9 9=-56.4 10=-11.6 Q, ' . Oftl AWAR1VlNG - Verj& design parameters andREAD NOTES ONTzfzs AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the - responsibility of the erector. Additional permanent bilking 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 Installing and Bracing Recommendationavailable from Truss Plate Institute, 583 D'Onofrb 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„ Ye ; 44, For 4 x 2 orientation, locate plates I/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, Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca Zcc JS oCr U O IL Oc8cb FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MITek® TM 00® PANEL G-MAIL ® CLIP HYORO-AIR ® - Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421405 DR1965E JG2 FLAT 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:21 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 30 = Scale = 1:11.5 1 3x4 = 9 2 20 II 10 3 F- I 3x8 = 7 5 8 4 2x4 II 2x4 II 3-5-8 6-11-0 3-5-8 3-5-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress lncr NO WB 0.41 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=677/0-1-8, 4=776/0-1-8 Max Uplift6=-568(load case 2), 4=-577(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-596, 1-9=-1266, 2-9=-1266, 2-10=-1266, 3-10=-1266, 3-4=-588 BOT CHORD 6-7=0, 5-7=0, 5-8=-0, 4-8=0 WEBS 2-5=-307, 1-5=1355, 3-5=1355 NOTES (7) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 6 and 577 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 37.11b down and 204.5Ib up at 2-11-3, and 77.91b up at 5-0-1 lit f on top chord, and 423.61b down and 371.8Ib up at 2-11-8, and 372.31b down and 133.41b up at 4-11-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. S ; .."'Y.rl 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Q. 4.5161UniformLoads (plf) 7 Vert: 4-6=-20.0, 1-3=-74.0 =, 4 Concentrated Loads . lb) STATVert: 7=423.6 8=-372.3 9=-37.1 10=3.1 •' eto o,'' AWARNING - Ver{ fg design pamnseterx 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 - deslgner. 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 Spectfication, and HIB-91 MiTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * 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 plates 1/8" from outside edge of Q. truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 ir 0 U a 0 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 LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension 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 nA Indicates location of joints at g which bearings (supports) occur, oe MiTeke TM PANEL CLIP FORM018,019 o.MG-NAIL ® HYDRO -AIR® ,.. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, I S. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421406 DR1965E K ROOF TRUSS 6 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:22 2003 Page 1 1-0-0 5-0-0 3 1-0-0 5-0-0 Scale = 1:13.0 5.00 F12 2 1 4 2z4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft 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) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc 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=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 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 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) Standard i [3 J No.45161 J..{r Y f TT OF STATE r V U,w`7QfYtiL ss. WARNING - Ver{jy design para.rneters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. o 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. AppllcabllBy 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 brhrcing 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 ® MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 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. 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 IMITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dlrTTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz ca WEBS J5 0 0 cc U O O a ca cz u 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP I I ® HYDRO,A/R O 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 at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421407 DR1965E L ROOF TRUSS 6 1 optional) ACCIS SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:23 2003 Page 1 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 18.7 5.00 F12 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/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0oc 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=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 truss 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 13.. t No, 4 5161 ,k STATE OF = iaL WARNING - Ver(fy 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 boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction I5 the responsibility of the erector. Additional permanent brhrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof o Drive, Madison, WI 53719. 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, Ye For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 O WEBS J5 Cr 0 0U ; ar U O CL Q Shy V U r- a ce c7 cs 1 FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TOTHE 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 r1A Indicates location of joints at W which bearings (supports) occur, OR MiTek® TM PANEL CLIP FORM018,019 r.o.NG- L ®, HYORDAIR-®, Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421408 DR1965E L1 ROOFTRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:09 2003 Page 1 l - 1-0-0 3-1-8 1-0-0 3-1-8 Style = 1:8.9 5.Oo Fl2 2 4 3-1-8 3-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 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 ILL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=75/Mechanical, 2=257/0-M, 4=27/Mechanical Max Horz 2=104(load case 5) Max Uplift3=-104(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-55 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 truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 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 B No. 4.5161 'k Ay STATE OF ; r4 AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sro Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Y8" T 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. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS Ca c3 0 WEBS J5 cr 0 0 Q. O U a C8 C7 C6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E L EFT. 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 TM PANEL CLIP FORM018,019 HY®R®,AiRO cam Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421409 DR1965E L24 ROOF TRUSS 1 1 optional) ACCtT-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:31 2003 Page 1 2-5-8 2-5-8 Scale = 1:8.9 5.00 12 2 1 4x6 4 2-5-8 258 Plate Offsets X Y : 1:0-0-11,0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1-4 >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: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. SLIDER Left 2 X 4 SYP No.3 1-4-15 REACTIONS (lb/size) 1=113/0-1-8, 3=89/Mechanical, 4=24/Mechanical Max Horz 1=95(load case 5) Max Upliftl=-39(load case 5), 3=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=40, 2-3=27 BOT CHORD 1-4=0 NOTES (5) 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 at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 102 lb uplift at joint 3. 5) Truss Engineer: Junaidie Budiman, PE##45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1113 LOAD CASE(S) Standard , ......... No, 4 5161 r` a : STATE 4F O %,, o Foe..wse WAL 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 brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofiio 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, 8 Ye" For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing. BEARING WnA Indicates location of joints at which bearings (supports) occur. ME FORM018,019 u J2 J3 J4 TOP CHORDS ca Q WEBS J5 orro O U r- a ca c7 c6 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 Mi! MiTek® GANG -NAIL ® HYORO-AIR TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. .. Job Truss Truss Type Qty Ply HORTON 14421410 DR196.5E L27 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:48 2003 Page 1 2-8-8 2-8-8 Sa ile 1:8.9 5.00 12 3 2-8-8 2-8-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=121/0-1-8, 2=96/Mechanical, 3=26/Mechanical Max Horz 1=95(load case 5) Max Upliftl=-46(load case 5), 2=-107(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35 BOT CHORD 1-3=0 NOTES (5) 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 at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1 and 107 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 3 r6 v. No. 4.5161 b r STATE OF 1o R koa'' OhiA1. AWARNINO - Vsr{ fy design pamnsetsn and READ NOTES ONTHIS AND REVERSE SIDE BEFORE U3E. — Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing 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 Recommendation available from Truss Plate Institute, 583 D'Onoblo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates I/a" from outside edge of aotrussandverticalweb, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 cc 0 Q. 0 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 LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG -Haul ® HYDRO A/R ®' General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. :i s Job Truss Truss Type Oty Ply HORTON 14421411 DR1965E M ROOF TRUSS 16 1 optional) ACC -SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:26 2003 Page 1 3 i. 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:5.2 2 5.00 F12 1 4 L 1-0-0 2x4 = 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 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-M, 4=9/Mechanical Max Horz 2=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 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; MWFIRS 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 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 it kF1 t : No, 4 51610- 0 4 STATE dF v ANAL WARMNO - VarW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br>9cing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull 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, WI 63719. 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. 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. 12W1 it:WiN4 The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c WEBS J5 0 0 cr U O 0 ce cr cb FO 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 o MiTeke TM PANEL CLIP HYDRO -MR 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 stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. + ° Job Truss Truss Type Qty Ply HORTON 14421412 DR1965E S ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:02 2003 Page 1 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scalq= 18.3 3.54 12 3x4 3 2 8 2x4 II7 6 5 3x4 = 2x4 = 5-3-5 9-9-15 9-1q-13 5-3-5 4-6-10 0-0-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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) 1st LC LL Min I/deft = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-9 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 2X4SYP No.3 REACTIONS ( lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz 2=273(load case 2) Max Uplift4=-315(load case 5), 2=-263(load case 2), 5=-171(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1.8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1000, 6-7=1000, 5-6=0 WEBS 3-7=166, 3-6=-1068 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 315 lb uplift at joint 4, 263 lb uplift at joint 2 and 171 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE( S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 /c;+.. UniformLoads (plf):(, Vert: 1-8=-74.0 ; Trapezoidal Loads (plo f Vert: 8=0.0-to-4=-183.1, * 2=-1.7-to-5=49.5 N0.4.5161 O STATE OF to Rla,. ANAL A WARNING - Verify design parameters and READ NOTES ON TBZS 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 responslblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Te k® HandlingInstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrla 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 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. 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. 401 1 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 FORM018,019 TM PANEL CLIP HYORO-AIR,® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. A • X< Job Truss Truss Type Qty Ply HORTON 14421413 DR1965'E S1 ROOF TRUSS 2 1 7 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:18 2003 Page 1 fi J 1-5-0 4-5-1 1-5-0 4-5-1 3 Sca = 1:9.7 3.54 F12 2 5 4 2A = 4-5 1 4-I10 4-5-1 0-0-9 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 >333 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-1 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=87/Mechanical, 2=218/0-11-5, 4=31/Mechanical Max Horz 2=58(load case 3) Max Uplift3=-101(load case 5), 2=-120(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5=24, 2-5=24, 2-3=-28 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 truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 3 and 120 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 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 it 13UniformLoads (plf) Vert: 1-5=-74.0 _ •''•'+''+. qr''•, Trapezoidal Loads (plf) Vert: 5=0.0-to-3=-81.8, 2=-1.7-to-4=-22.1 No. 4.5161 A i r4STATEOF4 aaPoV R I,. 1 L WARNDPO - Ver(fy design parameter and READ NOTES ONTMS 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 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 Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI63719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties., 4 TOP CHORDS 73 2. Cut members to bear tightly against eachcs other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 , ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ti „ = at oint locations. 1 truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 114at panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. 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 transferringWISC/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, O 15. Care should be exercised in handling, TMOM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 TANG -NAIL ® HYDRO -AIR Job Truss Truss Type Qty Ply HORTON 14421414 DR1966'E S2 ROOF TRUSS 2 1 V optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:33 2003 Page 1 1-5-0 4-2-15 - - - - f 1-5-0 34-2-15 Scale :9.2 3.54 12 2 2x4 = 5 4 1-5-0 1-10-10 4-2-15 1-5-0 0-5-10 2-4-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.10 2 >192 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.16 1 >110 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=91/Mechanical, 4=-85/Mechanical, 5=311/0-3-0 Max Horz 5=55(load case 3) Max Uplift3=-94(load case 5), 4=-85(load case 1), 5=-225(load case 2) Max Grav3=91(load case 1), 4=89(load case 2), 5=311(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=17 BOT CHORD 2-5=-0, 4-5=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 to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3, 85 lb uplift at joint 4 and 225 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 it Uniform Loads (plf) l .- Vert: 1-2=-74.0 i qi '• Trapezoidal Loads (plf) Vert: 2=40-to-3=48.5, 2=0.0-to-4=-21.2 No. 4 5161 0 s, hSTATE OF = NAL 4i AWARMNG - VerW design parameters and READ NOTES ON Tbn 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 liddesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent brbrcing of the overall structure Is the responsibility of the bullding 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 Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations, truss and vertical web. 00 a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(* 6" from adjacent joint,) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber 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 comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses, PANEL 1993 Mitek Holdings, Inc. f CLIP FORM018,019 HYOR0,41P Job Truss Truss Type Qty Ply HORTON 14421415 DR196-*E S4 ROOF TRUSS 1 1 3 optional) ACCU-,SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:30 2003 Page 1 3 1-5-0 24-5 1-5-0 2-4-5 t6.3 3.54 12 2 5 1 1 75:: 4 2-4-5 2x4 — 7 2-4-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.05 1 >470 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-22/Mechanical, 2=195/0-11-5, 4=10/Mechanical Max Horz 2=30(load case 2) Max Uplift3=-22(load case 1), 2=-150(load case 2) Max Grav3=53(load case 4), 2=195(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-5=24, 2-5=24, 2-3=-27 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; MWFIRS 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 22 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 i B fUniformLoads (plf) Ver Trapezoidal Loads (plf) q • ., +J Vert: 5=-0.0-to-3=-52.3, 2=-2.1-to-4=-14.1 NO, 45161 c STATE E OF • 0R1. NAL ramm .-a AWARNING - VerW design panameters and READ NOTES ONTBM AND REVERSE SWE BEFORE USE. eenenw 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 7Installedandloadedvertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss — — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiectlon and bracing, consult CST-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, W 153719. 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. A„ Ye" For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 Q WEBS J5 Cr 0 0 O O r- a ce a cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE 4 X 4 The first dimension is the width perpendicular to slots. Second CONNECTOR PLATE CODE APPROVALS dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG -NAIL OO HYDRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. M J, A7---------- ______ ==_ = _---- ----- ------ S M L L K K A9 All A13 A15 A17 A19 A A U A r Q A A A A A19 A17 A15 A13 13-40FLTC A11G 14'-7' D B9 ii C1D i D3K 11F Nr , - , . L,! ii-) ! L1 ti Ll M i i• 13-4-0 BRG, IN ENTRY 3-4-7 E I tE 918-6-0 I B-6-0 9-4-0 BRG, UNLESS NOTED I (=: ALL BEARING WALLS TO BE PLACED L- 1 PLY HGR. ' C TICE!-! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. i-;, 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSII- - - - WALLS SHOWN ARE TO BE BEARING.. IL 3 PLY HGR. SIGNED APPROVAL- X 1 JOB NUMBER: DR1965E DATE: 8-6-02 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 5' H: 12" 407-321-1440 BY: T.H JOB NAME: MODEL. 1965 "E" ELEV. BRG: BLOCK ri