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230 Clydesdale Cir - BR04-0000048 - SFRPERMIT ADDRESS D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION jll* a a th a LIL PERMIT # Ln ' DATE PERMIT DESCRIPTION Sf K PERMIT VALUATION !ajozu SQUARE FOOTAGE t7 d t cn i I A CERTIFICATE OF OCCUPANCY /;COMPLETION This is to certify that the building located at 230 CLYDESDALE CIR for which permit 04-00000048 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as li-: complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of tMe City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled 3 2--s ,o ZONING: Inspected UTILITIES: Subdivision Regulations Apply: Yes No rAinjor"Teiv-41 FIRE: Inspected Water Sewer Lines In `.3 oy- (X-n 1 0- Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: DATE APPROVAL Street Drainage Z, LzL,A - Paved Maintenance Bond " PUBLIC Street Name Signs Storm Sewer Street Work WORKS: DESCRIPTION Street 12 - C Lights WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Driveway PRRq PATH DATE AMOUNT 12/15/03 20.00 1/22/04 20.00 11/12/03 10.00 12/30/03 10.00 12/04/03 10.00 11/12/03 10.00 11/12/03 59.27 11/12/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 230 CLYDESDALE CIR for which permit 04-00000048 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 11/12/03 279.61 01-POLICE IMPACT RESID 11/12/03 91.93 01-RADON GAS TAX FEE 11/12/03 12.27 01-ROAD IMPACT FEES 11/12/03 847.00 01-RECOVERY FD/CERT. PGM. 11/12/03 12.28 01-SCHOOL IMPACT FEE 11/12/03 1384.00 WD IMPACT:SINGLE FAMILY 11/12/03 650.00 SD IMPACT:SINGLE FAMILY 11/12/03 1700.00 9— v fir, Dc_.' jVj 3) Z404 OWNER BUILDING OFFICIAL / TE a- CERI'IFCATE OF OCCUPANCY REQUEST, FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" ° u DATE: ° 3/19/04 PERMIT #: 04-48 ADDRESS: . 230 CLYDESDALE CIRCLE BAKERS CROSSING ° CONTRACTOR: D R HORTON ° PHONE #: TOM 407-321-2797 ` The building division has prepared a Certifica"te 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. o ` n ineerin bK D 5 70 Fire N/Agg 3/Zz/a¢ Public Works Zoning N/A Utilities []Licensing N/A ° 23 CONDITIONS: (TO BE COMPLETED ONLYJF APPROVAL IS CONDITIONAL) 7: 1po+ W/O -,3R-75, e CERTIFCATE OF OCCUPANCY Affroue6 REQUEST FOR FINAL INSPECTIO SINGLE FAMILY RESIDENCE**** DATE: 3/19/04 PERMIT #: 04-48 ° ADDRESS: 230 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON ° PHONE #: TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A Arublic Works IJXd Zoning N/A tilities Licensing N/A CONDITIONS; (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I ! I I 1 9 11II i I I 1 i 1 1 1 1 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION T 1 SINGLE FAMILY RESIDENCE"" sa , 0.4 0 LA W W b 1 DATE: 3/19/04 u 1 I PERMIT #: 04-48 c 2 '. C! LL V) IV I' o ADDRESS: 230 CLYDESDALE CIRCLE 4' BAKERS CROSSING PHONE #: -TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions., Your prompt attention will be appreciated. Engineering Fire N/A Public Works tilities CONDITIONS: (TO BE Zoning N/A N/A Y IF APPROVAL IS CONDITIONAL) THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PG 0379 CLERK'S # 2003200219 RECORDED 11/06/2003 02:07:13 PM RECORDINS FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of roperty: Lot(s) 66, 67, A,$6gand 70 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records ofSeminoleCounty, Florida General description. of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation CERTIFIED ConAddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 MARYANNE MORSEOwner's interest in site ofthe improvements: Fee Simple CLERK OF CIRCUIT COUR11 Fee Simple Title Holder (if other than Owner): SEMINOLE k0UNM FLOR10a Name: Phone #: Address: Fax #: D49y j- qrj; 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 ofFlorida 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 inSection713.1.3(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 adifferentdateisspecified): D.R. Horton, I 0 by'1 1d z. Robert A. Lawson, istant Secretary Corporate Sea]) IV STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day ofWjern' ,2003 b Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a ISTware Co oration on ehalf of two rp oratioWn. We/She is personally known to me. rP Notary Public, State and County Aforesaid OFFICIAL NOTAR SEA ; " PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMM EXR iULY 26,2006 __.. A, X P. .._ of ignature Notary Seal CO`NTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75732 DATE: +y/93 iBUILDINGPERMIT Y SUBDIVISIONU OWNER NAME; ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction F E BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705-00 ' ROADS ` CO1 O dwl unit $ 142.00 1 $` 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE Aq,205.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TOTO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY` 2-APPLICANT 4~COU11 Y NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BU.ILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICOvir,OR OWMER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED' BY FILING A WRITTEN REQYEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFIC -E OF OCCUPANCY 01%, OCCUPA<CY. THE REQUl'.DST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR 41ONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A SING-E FAMILY BUILDING PBTUNIT******************** FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 2001F ELEVATION CERTIFICATE Important: Read the instruc8ons on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insures Company Use: D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 69, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Nan -residential, Addiltion, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): W - ##' - ##.W or ##.#####1 NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 6 COMMUNITY NUMBER 82 COUNTY NAME 83. STATEI ---] SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA M. MAP AND PANEL BT FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX M.FIRM INDEXDATE EFFECTIVEIREVISED DATE 138. FLOOD ZONE(S) Zone A0, use depth of Iloo 1V) 120289OD45 E 4/17/95 4/17/% A 24.6 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile E] FIRM Community Determined ® Other (Describe): NEAL HLER ENGINEERING, INC. 1311. Indicate theelevation datum usedfor the SFE in B9: 0 NGVD 1929 NAVD 1%8 Other (Describe): 812. Is the buildiing looted in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Dedpation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Buildingelevations are based on. 0 Construction Drawings" Building under Construction* Flr>fshed Constnlction Anew Elevation Certificate will be required when construction ofthe building is complete. CZ Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being corroeted - see pages 6 and 7. t no diagram acc uately represents the building, provide asketch orphotograph.) C3. Elevations — Zones A1,A30, AE, AH, A (with BFE), VE, V1-V30, 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 data rh 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 ConversiayComments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes 0 No o a) Top of bottom floor (including basernent or enclosure) 28, $fL(m) m o b) Top of next higher floor WA. il(m) o c) Bottom oflowest horizontal structural member (V zones only) WA . R(m) o d) Attadhed garage (top ofdab) N/A. A(m) S o e) Lamest elevation of machinery and/orequipment servicing the building (Describe in a Comments area) NA. ft.(m) o f) Lowest adjacent (finished) grade (LAG) WA . ft.(m) z o g) Highest adjacent (finished) grade (HAG) WA. A(m) o h) No. of permanent openings (flood vents) within 1 ft above adacent grade 0 o i) Total areaof all permanent openings (fl)od vents) in C3.h 0sq. in. (sq. an) R P ONTr SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may bepunishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS I CITY STATE ZIP CODE 320 E. SOUTH ST TE.1 ORLANDO FL 32803 SIGNATURE n KAWA)l DATE TELEPHONE l 10/17M (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 lnsuranoe carp" use. __] Suite, and/or Bidg. No.) OR P.O. ROUTE AND BOX NO. C" STATE ZIP CODE I Company NAIC Nurri ISANFORDFL SECTION D - SURVEYOR. ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number jSek d the building dagram most similar to the bulking forwhich this cullkate Is being completed — see pages 6 and 7. If no dagam accurately represents the Twilling, provide asketch or phdogiaph.) EZ The top ofthebottom floor (including basement orenclosure) of the bunting is ft(m) _in.(cm) aboveor 0 below (check one) the highesta4acent grade. (Use natural grade, if available). E3. For Buildrrg diagrams 68 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the buikiing is _ ft.(m) _in.(cm) above the highest Arent grade. Complete item C3,h and C3.i on frontofform. E4. The top of the platform of machinery ardor equipment servicing the building is _ t(m) _in.(an) above or below (check one) the highest a4acent grade. (Use natural grade, I available). E5. For Zone AO only: If no flood depth number is available, isthe top of the bottom floor elevated in accordance with the community's floodplain management ordinance? El Yes 0 No Unknown. The local official must certify this InfomraUcn in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1only), and E for Zone A (without a FEMA-issued or corrmunky- issued BFE) or Zone AO must sign here. The statements in Seniors A, a 0 and Eare correct to the best of my Iknowle Ve. PROPERTY OWNER'SOR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY The local official who is authorized by law orordinance to administer the community'sfloodplain management ordinance can complete Sections A, B, C (orE), and G of this Elevation Certificate. Complete the applicable items) 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 Inthe Comments areabelow.) GZ A community officialcompleted Section Efor a bulking located In ZoneA (without a FEMA4ssued or oommunity-issued BFE) or Zone AO. G3. The folkjwing information (Items G4-G9) isprovided forcommunity floodplain management purposes. G8. Elevation of as -built krwest floor (inducing basement) of the building is: — _ 4m) Datum: G9. BFE or (in Zone AO) depth of floodng at the building site is: _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 0 Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions CITY OF SANFORD PERMIT APPLICATION n `1 "- Q0-4? Permit # : Date: Job Address: 73 0 - h 1l&l Description of Work: P , r• b ,tee Historic District: 'Zoning: Value of Work: S 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 Cale. Required) l Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: ]b 2 R tJ r I'Zi" Phone: Contractor PLUMBING, n1tmiait_ - 12n anv 690097 State License Number: ` d r 7 b' Phone & Fax.QVIEDOFLORIDA 32762-0027 Contact Person: 01\ac- ADVAMZAraE PLUMBING, INIU. Bonding Company: P.O. BOX 6' _ Address: 1do71 --Afi6.3994 Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable 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 distri • , state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of F i 713. Signature of Owner/Agent Date Signature of Contractor/Agent a Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of 'lorida ( tc 10., l y Public, Stafe of Florida My comm. exp.nnFeb. 1, 2008 Owncr/ Agent is , Personally Known to Me or Contractor/Agent is >CPersonap R%n yyL9NMlfr 258139 Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (initial & Date) 5-06-203 7 : 09AfA 1= Rum yura".!ew. •.d 'trl,Yw.wl, "I!.YRt.Ya,H.r.,., u:.. :•.,. CrTV OF SANFORD P$RNII-f APPLICATION Permit 0 :--j Job Address: Description of Work: t tiL.X- 7.nninHistoricDistrict: _ R' Value of Work: S larm Pooi•__ ... s t, Fire Pool aerfnil Tj(ifsi gW)din.,,..»,. Elcunical „ Mechanical Plumbing Tempostuy Po tlwrkYt Now servics - a of AMPS1 , Changoof Service •— — — Addition/Aitcruion Ne` t (Duct f uyout & Energy Celc ktge:red) Mechanical: Residonria) Non•Rcssdtntial Replacement PlumbirtV New Commercial: Aof Fixtures Ol Gss LincS — itpfWatcT & Sewer LinesPlutubiag Rtsrdenual or CotTvrxrea1 Plumalas (l l: W Rftsldetftldll; M pf Water Closots.. Repair - Occupancy Typo: Reslden0kii COMMerGlal Industrial Total Square !'outage. ^_ _ Flood Lrosst: IFENtA torn, rtqutrud f(•r other tnan a, Construction Type: If of Stories: is of Dwclliag Unfn: __ , Parulx: Anach Yro( ol of0wncr$hjp1A LtCall,Dtacr)pt:uni Ill i L 2 vc Owncrs Name bl Address: C? I Phnnr. _. Contractor Name 6t, Address: c-_ Z'7a^a^t%; u(tnrt Nvn,ntrELK Pef10n ' Yhonc HFax: ,4 Qq. _ .. i.`nnlaCt DondingCompany: ....— —• Address: _. .-. .. — Mortgal; t Lender. Add.ass: Phont ArchimcVEnginetr: _--------- r Fax Addmls: I no Wink inSLjljjnOn fy Applicationisherebymadetoobtainapermittodol'h( work3n7landardst of oil lows recd- IlCe 'eonsth" ionin this 'nv juriadKOVI) l vnoMxanires<1p4ro- ssuanee or; permit and that all work will be perftttol permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, Hk ATEAS, TANKS. and AIRAIR CONDITIONERJ, etV. CO S AFFIDAV lT: I urti(y that +II of ttu foregoing infOrmanon is accurou and out all ,irk will be, done in compitanct With all ppti;abic Lii i r\gvienrF eowcucriat and coning• WART:NG TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC! NtF.N'f MAY RESULT IN Yc)L'r •+'i" TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU NTEND TO OBTAIN FNANCNC, CONSULT WITH YOUR L! NUeR 0^ ATTORNEY BEFORL" F6CORUNO YOUR NOTICE OFCOMMENCEMENT. NOTICE: In addition to she rtavirona nts of this permit. thwt may he additional revrieuons applicable to this yroperty Uwi troy be rouno in tnc puow' rc:vrvs of this Cgvnry, and there nuy beadditionalpermitsmgVirWhamothersovommontalcannasvehaswavrrn020riNentJisme«, ttau agtncit s. yrscot ,atnc rl). Acceptance of permit is verirlcution ih;rl I will notify tho owner ol'the property of tht rtautrcmcnts of l'lo dA Llcn Lsw ,F\ of Owner/Agent Uvle SiZnaturt of Conrnetnt,.lvc•ut Signature Jat< Print Owner/AXcnl's Nsntc Print CvntrxtorrAgcnc% r+amc iSnaturo Of Nutary•Srora nr FI^ ntls nNv Sign:iwic of N'vtary-Sutc n! i 10"" Ju c Iwntdngtnt K1101T v S.c r., is ._..— Ye: iunnny Knntvn w Ott Vr 1.'vnlraelnr/A,^t n! r. , `'r:r i 7,Iv PrOdvc;n tU _.-- ID nPl'l. K +I )N ANItO f;l I1 IIIdI: YPrr Marie A. Zettlemoyer 0A. +': Commission # DD221390 Expires: Jul 15, 2007 o i l ` Atlantic Bonding Co., Inc CITY OF SAMMUD PERNITF APPLICA710ri Permit A .- C7f Dat>c' Job Address, Description of Work: y r Historic District: Zoning: Value of York: S. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Foal.,__,___ Electrical: New Service — ## of 6WS Addition/Alteration Change of Service Temportky Pole y Mechanical,! Residential _ Non -Residential Replacement New (Duct Layout dt $Aergy Cale Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linea # of Gas Lines Plumbing/New Residential: # of W Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Cotmmercial Industrial Total Square Footage. - Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form} required for cat• ci cita,n x) Parcel #: (Attach Proofof Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: Phone & Fax: _ Bonding Company Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: l 11 r• ' Tl1 t Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commew.ed prior u, theissuanceofapermitandthatallworkwillbeperformedtothatstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S. AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Is+w. rt,pidAtingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT TN YOUP Yi•, `,'1]JG 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 ofthiscounty, and there may be additional permits required from other governmental entities such as watcr management districts, state agencies, on frdo, d agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlongaL-ien w 13. , --" DEC 2 g ?t 3 Signature ofOwner/Agent Date griawre ni2cto gent Date ERT G. DELL> RUS60 Print Owner/Agent's Name P "t's Nays DEC 2 6 M3 Signature of Notary -State of Florida Date Signature of t;o_ -y-State of Florid'r Date O Nmer/Agent is _ Personall, Kno„n to Me or Produced ID APPLWAI ION APPROVED BY: Bldg: Initial & Date,, ptcij! ( ondrtions: Zoning: Contractor/Ape-::; Personain Known to Me or Produce.' :.) Initial & Dale) U. _.e;. TLIFINER I:D: rtr IW & Dar: r 0 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # i _SUBDIVISION: BAKERS CROSSING ADDRESS 2 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS Cu- 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS SETS OF SEALED TRUSS PROFILES AND LAYOUTSVII'ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Dri V& 66le, J CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESMENTIAL BUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan Indicating footer atzoa for all bearing walls. Provide aide view details0a. of those footers with reinforcement bar replacement. b, Floor plan Indicating interior wall partitions and room Identification, 0 room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, docks 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 Coda (F.S. 553, Part 5) 0 C. Elevations of all exterior walls, east, west, north and south. FInish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearing0 non -bearing Inter and exterior. Show all components of wall section. 0 01 Framing plan for floor Joists where conventionally framed. Plan to Indicate span, size and specles of materials to be used. 0 f. Engineered truss plan with details of bracing, Engineered beams for spacing openings to carry and support trusses. 0 g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. 0 h, Square footage table showing footagest g 2 S.F. Garnges/Carports Porch(s)/Entry(s) Patlo(s) S.F. Conditioned structure F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4, Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, n report may be requested by the Building Official or his representative. 0 S. Other submittal Documents: a it. Utility letter or approval when public water supply and/or sewer system connection to be made. o b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 6654600. e. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6, Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORMA 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. Footor 21 Underground, eloctrIcal, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- coils 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9, Tub Sot 10. Framing 11, Tenant Separation / firowall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE ny wn4orAutLhorize Agent) 4C0N - "r1i:t0L. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Quarterly Payment Amount Contract Number (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. P Name Address+ x- 11] Address Clty/State/Zlpl_1.'iC 1^Zfd'r City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS; l ' kJ ipSp, SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED; _';fir \L- a DAMAGE REPAIR WARRANTY From the date of installation of the Sntricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORI; AGREES THAT THE TERMS AND CONDITIONS STACOVETHERELATIONSHIPOFTHEPARTIES. THE WORK CONTEMPLATED HEREIN, AND FURTHER ONEITHERSIDEOFTHEAGREEMENTSMALLApex Representative Signature Date stomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and allapplicablerecommendationscontainedinliteratureprovidedbyDowElancotI. Install Sentricon* stations (the Stations) In the soil IAround the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the"date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, Inform the Customer oft a. any new or increased termite activity noted at the Stations b• any addition or removal of Recruit* of Recruit* termite bait; and canyobserved ' effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The CompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. Pretreatment PlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsof this g TheSentriconagreementforerquarter ( 3mo period) payable on or before the end of the previous monitoring the fifthyear, and each year thereafter, Apex reserves the right to revise the quarterly period. After. per year, q y payment amount, not to exceed 10% The Customer warrants full cooperation with Apex durl baited freefromanyfactorscontributingtoinfestationsuunderpiertypestructure, or as noted In "Special or Addli eliminate faultyplumbing; leaks; dampness from drains; c the area(s) baited. At no time will damage caused to an: Insect infestation, be the responsibility of Apex In areas wt of ApextoalerttheCustomertoanyoftheaboveconditiolDISCLAIMER: COMPANY DISCLAIMS ALL 0? INCLUDING STATUTORYWARRANTIES, AND SPI MERCHANTABILITY, FITNESSFORAPARTICULA] FURTHER, COMPANYHASMADENOAFFIRMATIOSERVICEPROVIDEDHEREUNDERTHATHASCCustomerexpresslywaivesandreleasesanyclaimsInalnegligence, torts, personal Injury, death, violation of any st compensatory, pl,yeapun] shall Apex beiableforanamountgreaterthtmcgthetermof this Agreement, and agrees to maintain the area(,) h as wood, trash, lumber, direct wood -soil contact, standing water. 5nal Comments". The CustomeralsoagreestonotifyApexofandndensationorleaksfromtherooforotherwiseinto, onto, or under' portlon(s) of theStructure(s), even by an active wood destroying. re any of theconditionsdescribedinthisParagraphexist. Failure does not alter theCustomersresponsibilityunderthisparagraph,' IF W SC WHETHER EXPRESS OR IMPLIED; IFICALLY DISCLAIMS ANY -MOLMDWPURPOSE, OR WARRANTY OFWOA'RRAINTES. OF I OF FACT OR PROIVIISE RELATING TO THE DUCT OR iATED OR AMOUNTED TOA11EXPRESSWrlawsuit, arbitration orotherlegalproceedingagainstWARRANTY, tote, rule, orregulation, loss of uae, diminution of value, economic, ve, liquidated, treble, orspecialdamagesifanykind, and In no, nt paid by theCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS; Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)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 CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1, DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that; All components of the Sentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or: modify the components In any way, other than the right to their use ns 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 otter Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon'' System R. Apex willt (1)so notify the Customers (2)offer CustoMW the alternatives of either using a different form of termite protection or discontinuing the relationship(notet Conventions# "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may haveto 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)ff the Customer elects to discontinue the relatlonship,'.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, and((S)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identlfled herein as of the date of the Initial installntlon. 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 alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due carp 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 ofApex. PAYMENTIDEFAULT. 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 cumuhttive, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, the 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 torevisetheannualextensionchargeorterminatethisAgreement.; DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyany'.. reason of delays In transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soli contact; (4)furniture and contents; (S)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expenslva procedure of arbitration In accordance with the rules and procedures rotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and in accordance with and subject to all' thtprovisionsoftheUniformArbitrationActasinforceintheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et set 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 wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndividunl'bnslsandnotitclasswidebasis, Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceedltig. ENTIRE AGREEEMENT, The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties anynootherrepresentationsofstatementswillbebindingontheparties. 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 IdentlilePropertyforanypurposecontemplatedbythisAgreement, including but not limited to ro•inspectlon, whether the Inspection was requcstebytheCustomerorconsiderednecessarybyApex. 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 08 S Plumosa St. Merritt Island, FL 32952 407.459.2847 00-929.2847 Orlando Area 7006 Stapolnt Ct, #G Wlnterpark, FL 32792 i407.858.0540 888.764.2847 Tampa/Sarasota Area 5314 FauIkenburg Rd N Tampa, FL 33510 813.221.2847 877-459.2847 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 69, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 69 CONTAINS 6600 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET TOTAL CONCRETE 510 SO, FT, t TOTAL SOD 3711 SO, FT. t i 1 BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 56 60.00' LOT r r•r••^sn .l cr_n_ 1 _n LOT 5' ENVIRONMENTAL CONTROL EASEMENT F--------------------- LOT 69 I DRAINAGE TYPE A r I1 i PATIO10.0' Z I 40.0' ii 1 w 1 40.0' W a'1 PROPOSED IE 1 MODEL 1965 1 FINISHED FLOOR O O-NELEVATION-28.8 I o c LOT 70 O 16: WI o o2; O z I1 COVERED I ENTRANCE I 5.2' 1I a p14.8' o 0 20.0' 11 i 11 I1110' UTILITY EASEMENT 1 N89'36'15" I I I I 10.0' II N--- 0 55 N 00N LOT 68 0 n W I1 60.00' S 1 r; I N 1I 78.13' N89'36'15"W _---- - PT CLYDESDALE CIRCLE CENTERLINE OF TRACT "A" RIGHT-OF-WAY 50' RIGHT OF WAY PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 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. I BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT69AS BEING NOO-42-26"E PER PLAT, FIELD DATE;) SCALE: 1" - 30 FEET APPROVED BY: SJ JOB NO. ASM42636 DRAWN BY: V' - 30' GRAPHIC SCALE 0 15 30 196.0T —_ _—PC LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCC PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW ORPD CONCRETE L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTplPCPPERMANENTCONTROLPOINTPRCP) PER PLAT pT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW W WALK RPSSIDEWALK CP CONCRETE PAD CSPBPLATBOOKCPGSPAGESRIW SO. FT. SOUARE FEET ORLANDO. FLORIDA 32801 (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. a I 5 ? FOR SCATELLOIR. THE FIRM MIL R, M 28 DATE O:V%SM421ASM426W6.dm. W23rMW 11:31:45 AM i" FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200! ELEVATION CERTIFICATE Important: Read the instructions on es 1- 7. SECTION A - PROPERTY OWNER INFORMATION For im uianw Cornpeny Use: D.R. HORTON BUILDING STREET ADDRESS Qradudng Apt., UnIL Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 230 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal DescrIjAon, etc.) LOT 69, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non4esidentisd, Addition, Accessory, eta Use a Comments area, N necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): No - ##' - ##.#N' or ##.###W) NAD 1927 0 NAD 19M USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120294 1 SEMINOLE I FLORIDA 84. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEREVISED DATE B8. FLOOD ZONES) Z * A0, use de0 ottl100*V) 1202940045 E 4/17195 4117/95 A 245 B10. Indicate the sourceof fhe Base Hood Elevation (BFE) data orbaseflooddo enteredin B9. FIS Profile FIRM 0 Community Determined ® Other (Describe): NEAL HILER ENGINEEPJNG. INC. B11. Indicate the elevation datum used for the BFE In B9: [0 NGVD 1929 NAVD 19138 Other (Describe): B12. Is thebulking locatedIn aCoastal BarrierResouroes System (CBRS) area or Otherwise ProtectedArea (OPA)? Yes Z No Desigriabon hate SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations arebased on: Co do dion Drawings' 0 Buildng UnderConstauotion' ED FmishW Coriftclion A new Elevation Certificate will be required when oonshuction dthe bulling iscomplete. C2 Building Diagram Number I (Select the building diagram most similar to the building for which this oertificate is bring completed - see pages 6 and 7. ff no diagram accurately represents the building, provide a sketch or photograph) C3. Elevations — Zones AlA30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building degram specified in Item C2. State the datun used. If the datum is different tan the datum used forthe BFE in Section B, convert the datum to that used for the BFE. Straw field measurements and datum oonversiar c*uldlon. Use thespace provided or the Comments area of Section D or Section G, as appropriate, to document the datum oonveision. Datum NGVD29 ConversionlCom ents NONE Elevation rebrance mark used _Does the elevation refs enoe mark used appear on fhe FIRM? Yes 0 No o a) Top of bottom floor (indudfirg basement or enclosure) o b) Top of next higher floor o c) Bottom d lowest horizontal shictural rmernber (V zones only) o d) Attached garage (top of slab) o e) Lamest elevation d machinery arWor equipment servicing the WIdi g (Describe in a Comments area) 29. BA(m) I WA.-X(m) WA. R(m) 29' -zth(m) w 29.2L(m) o f) Lowest ajacent (finished) grade (LAG) ?$. $,f4m) m N o g) Highest Aacent (finished) ids (HAG) 29. 2 ft(m) o h) No. d permanent openings (flood vents) within 1 it. above a4aoent grade Q o i) Total area of afi permanent openings (Rood vents) in C3.h Qsq. in. (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the information in Sections A, B, and C on this certiricate represents my best efforts to interpret the data available. I understand that anv false statement may be punishable by fine or imprisonment under 18 U.S. Code. Section 1001. CERTIFIERS NAME: GALEN K BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME; AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE 7JP CODE 320 B SOUTH ;fkq, STEn1 f0, d ORLANDO FL 32803 407) 426-7979 FEMA Form 81-31, January See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A Forinst ww Comp" use; BUILDING STREET ADDRESS (IndLKIN Apt, Unit, Su11e, andlar Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Nurnber230CLYDESDALECOURT .., CITY STATE ZIP CODE Campy NAIL Nlurlber SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, cial, (2) insurance agenUoxnpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL, MACHINERY DESCRIBED IN C3-E IS AN AIC UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (without BFE), compete Items E1 through E4. Ifthe Elevation Certificate isintended foruseassupporting information for a LOMA or LOMR-F, Section C must be completed. El . Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6and7. H nodiagram accurately represents the building, provide a sketch or photograph.) EZ Thetopofthebottom floor (Includingbasementor enclosure) of thebuilding is _ ft.(m) _in.(om) above or below (check one) the highest a4acernt grade. (Use natural grade, Wavalable). E3. For Building Diagrams6$ with openings (see page7), thenext higher floororelevatedfloor (elevation b) of thebuilding is _ fL(m) _kn.(cm) above the highest adacent grad. Compete items C3.h and C3.i on front of form. E4. The top ofthe patfomn of machinery ardor equipment servicing the building is ft.(m) _in.(crm) above or beloww (check one) the highest adjacent grade. (Use natural grad, I available). E5. For Zone AO only: If no flooddepth number is available, is the top of the bottom floor elevated in accordance with the community's flood0ain management ordnance? 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 orowner'sauthorized representative who completes Sections A, B. C (Items C3.h andC3.1 only), and E fa ZoneA (withouta FEMA4ssued orcommmunity- issued BFE) or Zone AO mustsignhere. The statevnents in Sodom A, A Q and E ere oorrecl` todiebest oftrylanonMedgs. PROPERTYOWNER'S OR OWNER'SAUTHORIZED REPRESENTATIVE'SNAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE WNIMCIV 1 J Check here if aWments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law orordnance to administer the cormnunitys floodpafn manegernent ordinance can compete Sections A, B, C (or E), and G of this Elevation Certificate. Compete tine applicable items) and sign below. G1. O The information in SectionC was taken from other documentation that has been signed and embossed by alicensed surveyor, engineer, or architect who Is authorized by stateorlocal law to certify elevation information. (Indicatethe source and date of the elevation data inthe Comments area below.) G2. A community official completed Section E for a building Iodated In Zone A (witlnout aFEMA4ssued or ocrmurity4ssued BFE) or Zone A0. G3. The fctlowing information ( Items G4-G9) is provided for community floodpain management purposes. G8. Elevation of as - built lowest floor (including basement) of the banking Is: _A(m) Datum: G9. BFE or (in Zane AO) depth of flooding at the building site is: — _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 69, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6. SEC. 6-7(A). W O cD O NO LOT 70 0 Z I BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 56 60.00' LOT 55 S89'36'15"E : 5' ENVIRONMENTAL CONTROL EASEMENT r----------------------- 1 LOT 69 1 I o St _CSg.. 10.0' 1 40.0' zl i I tlWI I11 ONE STORYiCONCRETEBLOCK o RESIDENCE cc p FINISH FLOOR 1 ELEVATION-29.77 I SI W I1 COVERED I ENTRY 1 4.9' 10.0. 1S.1' o ' ': 0 20.0' CONCRETE+ 1 DR;YFaWAY, 1 in j10' UTILITY EASEMENT 10.0' O O O xa r 3 c N LOT 68 CyV V O O N 10.0! N89'36'15"W 60.00' I" = 30, GRAPHIC SCALE 0 15 30 W: c y,nIv1 4lb ryg. 1 78.43' i 117.64' PT N89.3615 W CENTERLINE OF% 196.07' CLYDESDALE CIRCLE RIG. -OF-WAY PC TRACT "A" CERTIFIED TO AND FOR THE 50' RIGHT OF WAY EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIAKIMBERLYLYNNEBINGHAM—DAVIS FIRST HORIZON HOME LOAN CORP NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-19-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I,R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4 17/95 AND FOUND THE SUBJECT PROPgRTY APP(ARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCALF.E.WA. AGENT FOR VERIFICATION. ELEVATIONS_ SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ONTHEEASTERLYLINEOFLOT69AS BEING N00.42'26"E PER PLAT. FIELD DATE:) 12-5-03 REVISED: SCALE:—1" . 30 FEET APPROVED BY: SJ ASM42636 FINAL 3-19-04 CKBJOBN0, FOUNDATION 01 08--04 CK8 DRAWN BY: LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION I . •I CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLABCCHORDLENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE 32801 (407) 426-7979 QFND NAIL AND DISC LB N4671 (03/19104) SETN1/2" ION/ OD CAPND CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINEIDIDENTIFICATION CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR1 BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA A( GALEN K. V! V5 DATE CD Limited Power Of Attorney i hearby name and appoint: Craig Coulton andCL each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and appiy t The Building Dept, of: C I cy o. San r For a residential permit for work to be performed at: Lot # : q44 Subdivision cro 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 Signature of Contractor This foregoing lnstrulfienVwas ackn Date: Who is personally/know- n to me, State of FI Ida County of range /-" dd%' 4•' l `T Notary Public Signature ged before me this: By: Richard B. Ladd ( Contractor ) Fli'%ATAnmy- SE CU PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 MY COMM ISSION. FXP. ULY 26,M Notary Seal 10-03-203 9:52AM FROM P.1 CITY OF SANMIRD PERMIT APptjrA7TON Permit # Job Addr Description of Work: Historic District: Zoning: 'Value of Work: S Permit Type: Building Electrical _ McOhtl 'cat! Plumbing Fire Sprinkler/Aiarm PDOI Electrical: New Service —# of AMPS Addidon/Altmtion Change ofSanice TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtum # of Water & Sewer Lines.. # of Gas Lines Numbing/ New Residential: # of Water Closets plumbing Repair —Residential or Commercial Occupancy Type; Residential Commeroial Industrial Total Square Footage: Construction Type: # of Stories; # of Dwelling Units Flood Zone: (FEMA form required for otucr than X) Parcel M: Owner: Name & Address: Attach Proof of Ownership & Legal Phone: rJ/_ Contractor Namv & Address: ,i- State License Number: Phone & Ft,rr: ! - D -i3' f4t'tet Person: d'Vi'vPhone: Bonding Company: Address: Mortgage Lender: Address. Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as iodieatud. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrictioninthisjurisdiction, I understand that a separate permitmustbesecuredforELLCTRICALWORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNF. ' S AFFIDAVIT: I certify that all of the forcgning information is accurate and that all work will be done in compliance with all appiiathlo 18w, rctgulaong constructionandtoning. WARNING TO OWNER! YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIKC; TWICEFORIMPROVEMENTSTOYOURPROPBRTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. U- Q—TQ: In addition to the requireentints of this permit, them may be additional restrictions applicable to this property that may be found in the public records o! thiscounty, and there may be additional permits roquired from other govcmmeotal entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, C Signature of Uwncr/Apart Date Z S. ic-nnTwreof ContracTi"r/Apeut Date AN Print Owner/A cnr'c Vi+me ` 8Print ctor/Agent's Name Signature of Notary -irate of Florida Datc Signoture tary-State oft Uwncr/ Agent is Known to Me or '* MBy Commbai0nDD201f361 PersonallyContractor/Agent is - ersonally Known to Me or g ,1t ProducedID , _ Produced ID T or n. Expires May 17 2007 APPLICATION APPROV60 BY: Bldg: Special Cunditlnns: _ Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Dute) (initial & Date) let CITY OF SANFORD PERMIT APPLICATION Permit # : I .,l ' Date: Q Job Address . ,Si .._i,[Cc ent,` 1 C'J" l"1 Description of Work: 15FR Historic District: Zoning: Value of Work: S Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # ofAMPS Addition/Alteration Change of Service Temporhry Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C4?. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sower Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential y Commercial IndustrialTotal Square Footage: Construction Type: %0= # of Stories: ___ # of Dwelling Units 1 Flood Zone, (FEMA form required for other than X) Parcel #: Owners Name & Contractor Phone & Fax: Addresa:? l' Attach Proof of Ownership & Legal Description) Phone: State License Number: ; 400 M_ taal ontact Person; "QCJb. Phone Bonding Company; lac Address: _ Mortgage Lender: t JP% Address; Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperforatedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc, OWNER' S AFFIDAVIT: I certify that all of the foregoing infonnation is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, and there may be additional pmmits required from other governmental entities such as water tnanagement districts, state agencies, or federal agencies, Acceptance of perm' is cation at I will notify the owner of the property of the require is f Florida Lien La ITS 713. 11, Signat re of Owner gent Date Signa of Contractor A ent Date n — 6 w.9 -OFFIL 1 Ak5 ate Signature of No PATRICIA COULTON x—mm-°"(, ate- PATRICIA COULTON TIOTAi3YPUBLICSTATEOFFLORIDANOTARYPUBLICSTATEOFFLORIDAOwner/Agoi t is Contractor/Age et Ci" U Produc9IdYCOMMISSIONE S Produced ..,__,,.,,?- 2t,2(x16 APPLICATION APPROVED BY: BldI&E %b 16 63 Zoning; Unities: FD: initial & Date) (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: wr 65ol,( o ii., , I I FO iM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: Cl l Ji ;s>L tY'. Permitting Office: City, State: ``; r , Rli d V- L ---7 I - Permit Number: Owner: '. {AC)Q:Vo, 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/hr3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 W _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60d, 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 gallonsa. 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-1 1.0, 302.0 RI _ 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, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. NIA MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:_ ----- DATE: ------ ---=0-------- I hereby certify that this building, as designed, is in compliance with the Flo a ne gy de. OWNER/AGENT: _ DATE: EnergyGauge® (Version: FLRC58 v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56,64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0,99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4Exterior1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4BaseTotal: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2Exterior20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967,0 2.13 4189.7 Under Attic 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 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8Raised0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443 8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FlaRES'2001 FLRCSB v3.2 rl FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: 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 EnergyGaugeTm DCA Form 60OA-2001 EnergyGeuge&/RaRES2001 FLRCSB v3,2 0 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC 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 9,22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9,22 1,01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8Exterior1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6BassTotal: 1356.0 2651.6 As -Built Total: 1356.0 4495.4 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 2.50 606.0Raised0.0 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(&/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , . PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 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 EnergyGauge- DCA Foam 60OA_2001 EnergyGaugeaRaRES2001 FIRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS Ene*GaugeTM DCA Form 60OA-2001 EnergyGaugeOlFlaRES2001 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 REQUIRE ENTS FOR EACH PRACTICE CHECK Exterior Windows Doors, 6 1.A .1.1 Maxim mJ ft window ar a• . cfm/sq,ft, door area, Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding we foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier is Installed that extends from and Is seeled 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, Penetrationsand 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 bonier Is installed at Is sealed a perimeter, at penetrations and seams, Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditionedspace, tested, Multi -story Houses 606.1.A .1.. 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. 60.22 M114FR PRFArCIPTIVC UCACI 1000 1.- ---6 -------J--1 L- _1. COMPONENTS SE r._-. --- .-- ..,.-.- - v Yv.MMVM N Pf. I- wgvI o. IREMENTS CH K Water Heaters 612.1 Comply with efficiency requirements In Table 6-12, Switch or clearly marked circuit breaker(electric) or cutoff asmust be Provided. External or built-in heat trovrequired, 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 clency of 7 8 ° Showerheads 612,1 Water flow must be restricted to no more than .5 oallons 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, HV C Controls 607.1 Separate readily accessible manual or automatic thermostat for each ly§em. 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 EnergyGaugeUMaRES'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 2. Single family or multi -family 3. Number ofunits, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a, Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc, Ret: Unc. AH: Garage b. N/A New _ Single family _ 1 _ 4 _ Yes _ 1967 ft' 222.0 ft' _ 0.0 W _ 0.0 ft' _ 0.0 ft' R=0.0, 202.0(p) R _ R=3.0, 1026.0 ft' - R=11.0, 28.0 ft' _ R=11.0, 302.0 ft' _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance R=30.0, 2005.0 ft' _ 15 Sup. R=6.0, 1.0 ft _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed de com liant features. Builder Signature: Date: Address of New Home: = .\ i b 1 Y 1( >(' City/FL Zip: 281F 6(1 F1- ,)nP% Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF:7,60 _ Cap: 50.0 gallons _ EF: 0,86 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is.W a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStariudesignation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. 1 Contact the Energy Gauge Hotline at 3211638-1491 or see the Energy Gauge web site at www,fsec.ucf edu for information and a list ofcertified Raters. For Information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity, fJairs at 8501487-1814. EnergyGauge® (Version: FLRCSB v3.2) i t RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 108 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Project Information For: D.R.HORTON Notes: Design Information Weather: Orlando_AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (f:2) He 9 ingCo1967 Volume (fP) 15736 15736 Air changes/hour Equiv. 0.80 0.40AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPFHeatinginput Heating output 0 Btuh @ 47°FHeatingtempriseActualheatingfan 0 1383 OF Heating air flow factor 0.041 cfm 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 sans, 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 Stuh Cooling Equipment Summary Make TRANE Trade EfficiencySensiblecooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 Bold/ltallo values have been manually ovorrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrlgli'1tsc:)ft ftr4,` uRe R"dsnUs1- 5.0.54 RSR26015 2002-Mar-0812:12 28E:1FOesWrhoi1on11 p5511 N5.tar Papa 1 i RIGHT- J CALCULATION PROCEDURES A, B, C, DEntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: lass 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 3274e-e206 Phone: (407) 931-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 W x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh3. Winter infiltration HTM 7400 Btuh / 260 ft' Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 W x 0,0167 - 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh3. Summer infiltration HTM 2081 Btuh / 260 ft' Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/ib moist.diff, x 105 cfm = 3100 Btuh rroceaure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 BtuhSensibleloadforstructure (Line 19) + 24414 BtuhSumofventilationandstructureloads = 25404 BtuhRatingandtemperatureswingmultiplierx Equipment sizing load - sensible 0.98 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = Internal loads = 230 Btuh x 5 people + 1474 1150 Btuh BtuhInfiltrationloadfromProcedureC + 3100 BtuhEquipmentsizingload - latent = 5724 Btuh onstrucvon uuaiity is: a No, of Fireplaces is: 0 Boldlltallo values have been manuaW oveMdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed A- yvnp 1tscpft ftht-st*e Reawentw- s.0.e4 RSR26015 2002-MaM0612:12:28E:\F11es\drhorton\1965\1985.rer Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONINGA 109 COMMERCE STREET, LAKE MARY, FL 3274"208 Phone: (407) 831-2885 Job. 1965 11/16/98 W S D W G L S S O N A S O O W C W SNKIALOTHVGNHVVHHNHDYRLAWRAHLGCRRGTAAWLZEMDGZLOXYTMRR LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0anseacn0d11901.0 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 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 Wrig 1't50't RIpM-3Wte R"d*MW- 5.0.54 RSR28015 2002-Mar-08 12:12:28E:\FIIes\drhorton\1985\1988.rsr Pays 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONINGA 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) $31-2666 Job: 1965 11/16/98 J: tin t0. 1 Name of room Entire House LIVING LAUNDRY METH14MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft3Roomdimensions Celings Condit Option 8.0 ft heat/000l d 31.0 x 13,0 ft 8.0 ft hest/cool 10.0 x 6.0 ft 8.0 ItI heatt000l 9.0 x 18.0 ft 8.0 ft heatf000l TYPE OF EXPOSURE CS NO. HTM Htg Clg Area ft') Load (Btuh) Htg CIg Area Load (Btuh) Area Load (Btuh) Area Load(Stuh) I I Htg I CIg Htg I CIg 9 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 1,9 48 48 0 0wallsandc13C3.2 1.2 320 64 80 48partitionsd0.0 0.0 0 0 0 e 0.0 0.0 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0glassdoorsb8C37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0d0.0 0 0- 0 0 0 0 0 0e f 0,0 0 0 0 0 0 0 0 00.0 0 0•"•" 0 0- 0 0 0 0 7 Windows and North 20.4 16 325 3 69 0 0 0 0glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0CoolingE/W 0.0 0 0 0'«• 0 0 0 0 0SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0 0 0 0 0 0 0 0Horz0.0 0 1 0 0 0 0 0 0 0 8 Other doors a 10D 14J 9.9 38 559 378 20 294 199 18 265 179 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.0 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 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 951 353 64 202 75 62 196 73 48 151 56partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 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 361b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 11 Floors Note: room a 22A b 25.9 0.0 0.0 0.0 202 0 5236 0 54 1400 0 10 259 0 6 156 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 Less 30561 8048 1334 5811externalheating Less transfer 0 0 0 0 0 14 15 Duct loss Total loss = 13+14 10 3056 33617 10 °/ 805 10 133 10 0 5888531467640 16 Int. gains: People ® 300 5 15M 0 0 0 0 0 17 APpl. @ 1200 Subtot RSH gain=7+8..+12+16 2 1800 22195 0 0 1 600 0 0 0 Less external Cooling 0 4 1129 417 Less transfer 0 p 0 0 18 19 Duct gain Total RSH gaina(17+18)•PLF 10 QA 1.00 2219 24414 10 °/ 1.00 464 10 OA 0 113 10 0 42 20 Airrequired (cfm) 1383 1383 364 5108 289 1.00 60 1242 1.00 58442 70 261 28 Printout certified by ACCA to meet all requirements of Manual J 7th Ed H/'tl l 7ts0Ft ftr4$WW Resident - 5.0.64 RSR28015 2002-Iw1ar 08 :28EAFNssWrhorton11985\1985.rar Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin to, 1 Name of room M/BR BR 2 BR 3 BR 4214Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft3Roomdimensions Ceiings Condit. Option 14.0 x 17.0 ft 8.0 It heaVcool 11.0 x 14.0 ft 8.0 it heaVcool 14.0 x 12.0 ft 8.0 It heaVcool 11.0 x 11.0 ft 8.0 ft heatt000l TYPE OF EXPOSURE CS NO. HTM Htg Clg Area Load (Btu Htg VIg Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) ft) ft Htg 19 ft) Htg I CI9 Htg I Clg 5 Gross a 14B 41 2.1 136 88 208 88Exposedb12C2.9 1.9 0 0 0 NN N.. 0 f... wails and c 13C 3.2 1.2 128 0 0 0partitionsd0.0 0.0 0 0 0 0e0.0 0.0 0 0 0 0f0.0 0.0 01 0 0 0 6 Windows and a IC 37.0 3232 1183 16 691 16 591 16 591glassdoorsb8C37.0 0 0 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0d0.0 0 0 0 0 f.. 0 0 0 0e f 0.0 0.0 0 0 0 0 0 0 0 0 0000000 7 Windows and North 20.4 0 0 0 0 2 f 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0CoolingENV0.0 0 0 0 0 0 0 0 0SE/SW South 47.4 0.0 0 0 0 0 0 0 14 66$ 14 663 Horz 0.0 0 0 0 0 0 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 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net exposed a 14B b 12C 4.6 2.9 2.1 1.9 104 0 479 0 214 72 332 148 192 885 395 72 332 148 walls and c 13C 3.2 1.2 128 403 0 150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0.0 0.0e0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 11 Floors Note: room a 22A b 25.9 0.0 0.0 0.0 33 0 855 0 11 285 0 26 674 0 11 286 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 1 128 161 455 1281 16 4561 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1868Lessexternalheating0p0Lesstransfer1f00p 0 0 N14 15 Duct loss Total loss =13+14 10 4230 4658 f.». 10 192 10 289 10 180 2117 3179 N« N. 2056 16 Int. gains: People ® 300 1 300 0 0 0 0 0APpl. Q 1200 0• 0 0 0 0 0 0•«• 0 017SubtotRSHgain=7+8..+12+16 2711 1250 1801Lessexternalooding Less transfer f••• 0 0 0 N• NN 0 1250 0 18 19 Duct gain Total RSH galn=(17+18)'PLF 10 1.00 271 2982 10 OA 1.00 f•• 0 125 10 9A 0 160 f.. 1OQA f.« 125 20 Air required (cfm) 192 169 87 1375 78,- 1.00 1762 1.00 1375 1311 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed ACC f W"SJHt:s0ft RIWSuib R9$IdW 01- 5.0.64 RSR2W15 2002 Mar-0812:12:26E:\FNasWrtgKon11965t1965.rer Pape 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11116/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) $31-2665 J: rin Co. 1 Name of room FAMILY KITCH/NOOK BTHj4MANUP- L 2 Length ofexposed wall 33.0 ft 18.0 ft 0.0 ft3Roomdimensions15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ftCeiingsCondit, Option 8.0 ft heat/000l 8.0 It host/cool 8.0 ft heat/cool TYPE OF EXPOSURE CS NO, HTM Htg Cig Area ft) Load (Btuh) Htg Cig Area Load (Btuh) Htg Area Load (Btuh) Area I I ft') I Cig ft) Htg I Cig Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0Exposedb12C2.9 1.9 0 0 0wallsandc13C3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0glassdoorsb8C37.0 54 1996 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0d0.0 0 0 0 0 0 0""• e 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0glassdoorsNE/NW 38.4 0 0 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0SE/SW 47.4 49 2329 29 1367 0 0South0.0 0 0 0 0 0 0Horz10.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0b10014.7 9,9 0 0 0 0 0 0 0 0 0c0.0 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 0exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0e0,0 0.0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 286 483 634 306 519 681 108 183 240b0.0 0.0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 000000 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0Note; room b 0.0 0.0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0Isdispi, for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 11 28.5 8.0 54 1537 4321 33 9391 264 01 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183Lassexternalheating000Lasstransfer00014Dudloss10QA584100A3661018 OA•••• 15 Total loss =13+14 6423 a.« a' 4022 201 16 Int. gains: People ® 300 4 1200 0 0 0 0Appl. @ 1200 0 0 1 12001200 0 017SubtotRSHgain=7+8..+f2+16 5127 a 240Lessexternalcooling00Lesstransfer00 0 18 Dud gain 10 513 10 383 10 2419TotalRSHgain=(17+18)"PLF 1.00 5640 1.00 4208 1.00 2641201Airrequired (dm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wnghtsoft R19M-SWar R"WereJW- 5.0.64 RSR26018 2002-Mar.0812:12:28E:1FNesWrhorton1196511965.rar Pogo 3 121 1f 3}!l 1L 10.6 l.cd mo. 1 12.12 I.cd 325 6.low 10xt0 ra Itocli ; w BYbathduct to roof crop gFMHxlropfor, I0x10 rop r ex 6• F4, 10x6 1xd m• >7 4. 4•4. r Mr`i r 0x4 4 1 ahu 20I10.10 3.cd 246 4 4• Y 14.9170 lxd 4 4• op N tV A 2 N p0 tdA D N 3AD 9' F*-1 3r",7DgJOIr Z 4' both duct 1I0x6 r Dtoroofcap van-tgnt 22a6 lmd 1 td 145 L 12xd l.cd 10x13 pen1452014 RAD p.tforn by mga 13 Inn VIIWV 9240V fv11 scale 11Vst nave a rinkwn Clearance of 4 (nctlei around the Wr hondler Per the State EnwVy code. All dtct has on r=6 YKulathM value. Z N-2 2 ~ Ij E7L'= U Rating ai y >H O 4QO9QC m d ..J V1 0 i MiTeke August 21, 2003 Mi7ek Industries Inc 9515 North OW Fok Drive, Sub W Chesbrfleld, NO 63017 USA 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 : I4673734 thru I4673754. Total: 21 drawings. Job :DR1965F Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F County :SEMINOLE .- Z. 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: 1) 21 Truss drawing. 2) Truss Index. August 21, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,-0R1965F\a11Are" 14673735 2,"\DR1965F\a13tre" 14673736 3,"0R1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,'\DR1965F\a19.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7," \DR1965F\a7.tre" 14673741 8," \DR1965F\a9.tre" 14673742 9,"\DR1965F\ag1.tre" 14673743 10," \DR1965F\ag2,tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,'1DR1965F\cg.tre" 14673747 14,'1DR1965F4Are" 14673748 15,"\DR1965F\j1.tre" 14673749 16,'\DR1965F\kAre" 14673750 17,"\DR1965F\1Are" 14673751 18,"\DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,' \DR1965F\s1 Are" 14673754 pkf- II 11 ro,r: NO.45161 ,k STATIE OF00ZORI April 1, 2003 AwAnmNo - Ver(& deewn paransrters and ReAD No rrs oN rdYms Arm mvzjm ems Barons un. Design valid lot use only with MITsk connectom This design is based o* upon parameters drown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design panameten and picpen Incaporatlon of component is ,espomlbNty of building deslghet - not ttuu designet. Siccing shown is lot instal suppott of VxWldual web members only. Additional temporary btocing to Insure dabflly du" condiuctbn is the temonsibMV of the erector. Additional petmonent bracNvg of the overall shucture b the ies)ondbssy of the building deslgnet. Fot general guidance regatds,g fobticallon, quoWy conhol, ,/sage. dethrory, erection and biwinQ consult GST-88 Quality standard, Ds489 5racW4 spectticatlon, and Nis-91 M iTek Handling hstaWNistg Ne naandaocammondaslonavoloble hom Truss Plate institute, 583 D'Onohb on, Dilve, ModisWI 53719. 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. W For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plaflng format refer to the Miiek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS 0 ir 0 U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N WnA Indicates location of joints at which bearings (supports) occur, oo MiTek"' PANEL TM CUP FORMO18,679 O Kwq-nrga ®R%A® General Safety Notes Failure to Follow Could Cause Properly 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 pudins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, f 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, 1 M Mitek Holdings, Inc. Truss Truss Type ty y 14673734 DR1965F * A ROOF TRUSS 16 1 Job Reference (o tignall sFebt e Industries, nc. on Mar age 11:21 7-13 13.6-10 1 20-M 26-5-6 32-10-13 40.0•0 a1-av 1-0.0 7-1-3 6-5-6 a," 6.6.6 e-5.e 7-1-3 10-0 Scale = 1:68.6 5.00 12 US 5 5x6 i 5x6 4 6 2x4 2x4 3 7 2 8 91 I$ 3x8 14 13 12 1110 3x8 3x4 = 3x6 = 3x8 = W 3xa = 103-M 20.0.0 29-8-2 40-" 10314 9-8-2 9.8-2 10314 Plate Offsets - : LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WS 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CIrtORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP'No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 =1961 /0-8-0. 8 -1951 /0-8-0 Max Horz 2=-190(load case 5) Max Uplift2 = -809(load case 4), 8=-809(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORD1-2=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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per F8C2001; 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 809 lb uplift at joint 2 and 809 lb uplift at joint B. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMWO - Ver(Ndeafyn paramtw* m d R&40 I QMS ON IIU ANV JWVZASX == tit POM U89- nestsr Design valid lot use only with hMlek connector. This design is based only upon parameters shown, and k 1w on IndWuol buldkrp component to be installed and loaded vertically. AppftcbMy of design porametea and proper Inowporation of component is respon"y of building decipher - not buss designer. &acing shown Is tot Metal tupporf of Individual web members only. Additional tempototy bracing to Insute stability duting condiuctlon Is the responsibility of the erector. Additional permanent Wbcing of the overall structure is the responsbAy of the building designer. For general guidance regarding fabtlootlon, quality conhot staoge, dellmq, erection and Wooing. consull CST-11111 Quality Standard. 038.89 tracing specification, and Hit-91 Handling Inttalahm io ngandAmok* %commendation avallableaTrua Plate Institute, 583 D'OnobDtNe. 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. For 4 x 2 orientation, locate plates IA" 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 40,10 continuous lateral bracing. BEARING WnA Indicates location of pints at which bearings (supports) occur. FORM018,019 0 Q O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO i 591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeka TM PANEL CUP HYDRO -AIR 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 A 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. 01 M M tek Holdings, Inc. pOob russ Truss Type ty y 14673735 DR1965F A11 ROOF TRUSS 1 1 Job Reference to tional) S e r e n ustnes, nc. on Mar age 5-9-14 i 71-0 0 I 17-0.0 i 23.0.0 29-0-0 34-2-2 I 40-" 1-0.0 5.944 5-2-2 0-0-0 8-0-0 8-0.0 5-2-2 5-9-14 1-0-0 Scale = 1:89.8 5x8 = 5x8 , _ 3x4 = 5.00 12 4 5 8 7 2x4 2x4 3 8 4 2 9 1 t5-- itt01- 3x8 = 15 14 13 12 11 3x8 = 4x8 = 3x4 = 3x8 = 3x8 = 3x8 = i It-" 20-0.0 29-0-0 40-0-0 it-" 9-0.0 9-0-0 11-0-0 Ste Offsets @ LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 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 )ncr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP.No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Harz 2=114(load case 4) Max Uplift 2=-763Uoad case 21, 9=-7630oad case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 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 trussto bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD. CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 A WARNING - Verb design pumniete e and READ NOTES ON 1=8 AND REVERSE SLDE BZMR8 VW. Design vand for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual buldkrg component to be Installed and boded vertically. Applicability of design parameters and proper incaporatlon of component is nespon"y of building designer - not truss designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary txocing to Insure stability during construction is the responsibigty, of the erector. Additional permanent bracing of the overall structure Is the responsbslty of the building designer. For general guidance repordNp fabrication, quality conhoL storage, deli erection and bracing, consulf OST-65 Quality Standard, 03111-69 Srackrg SpocMca ion, and HIS•91 Handling hulallina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onnobb Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I A" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mliek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 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. 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 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. M iTeke PANEL TM CLIP FORM01e,019 HMRO 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 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 recuire 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. 01M Mitek Holdings, Inc. o russ russ ype ty Y 14673736 DR1965F A13 ROOF TRUSS 1 1 t Job Reference to tional) sFebi e industries, nc. on Mar age 1i=T 64-14 13-0-0 17-a-0 ( 22.4-0 27-0-0 1 33.2-2 1 404)-0 !1-0 0 1-0.0 6-9-14 e-2-2 4.8.0 4.8-0 4-a-0 e-2-2 6.9-14 1.0-0 Scale = 1:69.e 5x8 W 11 3x4 = 5x8 = 4 5 6 7 5.00 52 2x4 2x4 3 e 2 9 t to — US y 16 15 14 13 12 11 Us — 3x4 = 3x6 = US = 3x4 = 3x6 = 3x4 = 9-1-14 17-e-0 22-" 30.10-2 40-0-0 9.144 8-6-2 4.8-0 8-6-2 94-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(I-Q -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL _ 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT C44ORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Harz 2 =131(load case 4) Max Uplift2=-735(load case 4), 9=-7350oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9--3759, 9-10=14 BOT CHORD < 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11.12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16-554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 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 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4514 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 wewy m - vw% &aWn Page+ and rt1t.I1l Norss omTars AND RNVXR= sma aaMRB tuts. ••• ® Design valid tot use only with Mitek connectors. This design is based only upon parameters shown. and is fa an Individual building component to be installed and loaded verilcoly. App6aabllly, of design parameters and ptopet kncotpotatlon of component is tespon"y of building designer - not buss designer. Bracing shown is lot lateral support of Individual web membets only. Addltlonal lempoimy bracing to Insure stability duilng construction is that iosponswity of the erector. Add81ona1 permanent briscIng of the oveta8 stiuctum is the tesponsbMMy of the building deslgnet. For general guidance iegoiding fobilcatlon, quality conhot st rage, deltwry. erection and bracing, consult CST-88 GuolNy Standard, 08I.89 Bracing Specpballom and HII'•91 MITek® Handling Installing ant! bracing Recommendation available hom huts Plate bInstitute, 583 D'OnobDille, Maclean, W 153719. 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 IIs" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal rotor to th* MiTek/Gang-NallJoint/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 4000 continuous lateral bracing, BEARING g nAIndicates location of joints at which bearings (supports) occur. oa 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 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 El MiTek0 AGeneral Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane 0 at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at i14 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 1 PANEL CUP 0 HYDAO-ANW O 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is 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 puriins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ff. 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. 0 1 MMitek Holdings, Inc. Truss Truss Type Oty Ply D R HORTON 1 14673737 DR1965F A15 ROOFTRUSS 1 1 1 optional) aCCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 m 7-9.14 15-0-0 20-0.0 F 250-0 32-2-2 40.4-0 1LO-1 1.0-0 7.944 7.2-2 5-0-0 50-0 7-2-2 7-9-14 1-0-0 Scat - 1 *11.5 2X4 11 Ste sm 12 4 5 6 5,A ! 54 3 7 2 6 yy 3X6 = 14 13 12 11 10 3X6 3.4 = 3A = 3,A = 316 = 3X4 10-3-14 20.0-0 29-9-2 40.0-0 10-3.14 9-0-2 9-0-2 10.3-14 Plate Offsets MY): 2:0-4.2 0-1-8 3:0-3-0 O-" 4:0-3.0 0-2-4 6:0-3-00-2-4 :0.3-0 0-3-08:0-42 0-1-8 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL - 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D •Excepr TOP CHORD Sheathed. 1- 3 2 X 4 SYP Novi D, 7-9 2 X 4SYP NoA D BOT CHORD Rigid ceiling directly applied or 53-7 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 2-148(krad case 4) Max Uplifl2=-759(load case 4), 8=-759(load case 5) FORCES ( Ib) - First load Case Only TOP CHORD 1-2=14, 2-3=3661, 3-4=-3332, 4.5=-2888, 5.6=-2888, 6-7=3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14--448, 4-14-685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10--448 NOTES 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=S.OpsF, occupancy category II; exposure B; partiall 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 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, L'tc.#451 1 Miiek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 A Wmmo - Ver{)') desrtgrt Vwunsetem and jwA 1 NOTES ON THISAND It6mms am ss"Pts Vw. Design valid lot use only with MITek oonnectom Thk design k based only upon parameters drown, and Is for an Individual building component to be Installed and loaded vertically. Appl4abMty of desgn parameters and proper Wxxxporatloo of component k responsbNty of building designer • not truss designer. & acing shown Is for lateral suppoH of Individual web members only. Additional temporary bracing to Insure dablilly during construction is the , responsibility of the wootor. Additional permanent bilicing of the overal structure Is the responsibility of the building designer. For general guidance regording fabrication, quality conhat storage, delivery, erection and bracing, cwrrsuti OST-CIO Quality Standard, DSO.89 Owclog Specification, and HIS-91 iTe k4) HandlingkwfaNmmlnaandtracingAecoendWlonovalablefromTrussPlateinstitute, 363 D'Onohlo Drlve, Madison, Wl63710. M Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Lr4: 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-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 is J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicuk3r 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. le ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. FORM18.019 WISC/DILHR 870040-N, 930013-N, 910080-N a MiTek® General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the 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 toad transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload root 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. PEL O 1M Mitek Holdings, Inc. NC 4 vlob russ Truss Type ty y 14673738 DR1965F 4 A17 ROOF TRUSS 1 1 n Job Reference (o tional) TH, , , sFebeIndustries, nc. on Mar 31 14:31:49age 6.13 11-6-10 17-0-0 23-0-0 28-G8 33-10.13 F 40-0-00 T1-0-QI + 1-0-0 6-13 5.5.6 559 6-0-0 55$ 5 58 6.13 1-0-0 Scale - 1:69.8 5x8 5x8 5.00 52 5 6 3x4 ! SM 4 7 5x6 i 5x6 3 8 1 2 9 10Iy_ d US — 18 15 14 13 12 11 US 3M = US = 3x4 = US = 3M US 8-411 17-0-0 23-0.0 31-7-5 40-0-0i i 6-4-11 8-75 6-0-0 8-75 84.11 Plate Offsets : , - 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) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT C)IORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6.14 REACTIONS (Ib/size 2 =1951 /0-8.0, 9 =1951 /0-8-0 Max Horz 2=1650oad case 4) Max Uplift2=-781(load case 4), 9=-781(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS `< 3-16=-305, 4-16=468, 4.14=-716, 5.14=613, 6-14=-0, 6-13=613, 7-13--716, 7-11 =468, 8-11 =-305 NOTES 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 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 WAR) vG - verW design paraaseters and R15AD NOMS ON T= AND 1WVZRSX 13 X Bl"11ta User. ••••• Design valid lof use only with Mitek connectors. Thk design is based only upon parameters drown, and Is to an Individual buldhg component to be hsloNed and boded vertically. AppScabWy of deslph pavometen and proper Inwporotlon of component k issponsDNBy of building designer • not hun designer. Siccing shown k to bterol suppot of Individual web membeu only. Additional temporary brochg to Insure dablity durhg condructbn Is the responsibMity of the erecld. Additional permanent brbchg of the overos shucture Is the responsRsNity of the bulling designer. For general guktance regarding fobrbatbn, quality conhol, stooge, delivery, erection and bracing, consuit CST•aa Quality Standard, OSB-09 Brocing Speciflcatlon, and HIN-91 MiTek® tustRote institule, 593 D'Onohb Drive, Madigan, WI53719. Handlhq Indithaa and BerW rackvBecommatbnavollabteDus Symbols PLATE LOCATION AND ORIENTATION 124 ` *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/Plato Placement Chart. 41IM- The first dimension is the width Lj X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 cc O x U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke PANEL TM cUP D MYDADA/1RO 4&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 lea, f 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. 01993 Mitek Holdings, Inc. russ Truss Type ty y 14673739 DR1965F . A19 ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 2003 MiTeKn ustr es, Inc. Mon ar age 12-10-10 1 19-0-0 , 21-0-0 27-1.6 1 33-2-13 40-0-0 1-0-0 8.93 6-1-6 6-1-6 2-0-0 6-1-6 6-1-0 6.9-3 1.0-0 Scale = 1:71.2 us 5xe = 5.00 52 5 6 3x4 3x4 4 7 a y 5x6 3 8 2 9 101d1 3x6 = 16 15 14 13 12 11 3x8 3x4 = 3x8 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-0-0 21.0.0 30.2.2 40-0-0 9.9.14 0-2.2 2.0-0 9.2-2 9•9-14 Plate Offsets12:G-4-2.0-1-81,13:0-3-0,()-3-0j,15:0-3-0,0-2-41,16:0-3-0,0-2-41,[U:0-3-0,0-3-01,19:0-4-2,0-1-uI LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 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 purlins. SOT Ck10RD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 =182(load case 4) Max Uplift 2 =-801(load case 4), 9 =-801(load case 5) FORCES Ub) - 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 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 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic. #451111 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARM G - VarM deel" pargt Wom and XIM NOMB ON TWS AND 1t VXJt X SM BNP OW t1616 ••, Design valid for use only with Mark connectors. This design k based only upon parameter shown, and Is for an Individual building component to be Inslolted and loaded vertically. Applicability of design parameters and proper Inrmrpwatlon of component k sesporalbWy of building designer - not truss designer, Bracing shown k for lateral support of Individual web members only. Additional ternpwary bracing to Insure stabMty during condructlon Is the responsibility of the erector. Additional penman grit bluing of the overall structure Is the responsibility of the building designer. For general gullance regarding fabrication, quality control, storage, delvery, erection and bracing, consuB OST49 Quality Standard, 031.89 Bracing SpecMleotk n, and NIB-91 MiTek® obN from Truss Institute. 393 D'Onoab Drive, Madison, WI 53719. Handling Indol9np and Bracing Recommendation avalPlate Symbols PLATE LOCATION AND ORIENTATION t3/4 ° *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. I. - 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. 7YT17gff 4-1 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL (BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4011" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 4nA Indicates location of joints at which bearings (supports) occur. FORWO18,019 WISC/DILHR 870040-N, 930013-N, 910080-N e Et M Teks TM f PANEoCLIP fV=0'"0F@ L 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. 01"3 Mitek Holdings, Inc. 40b Truss Truss Type ty y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference (o tionaq aFebI eIndustries, nc. on ar 31 14:31:51age t 0a 7-4-14 1 14-2-0 + 20-0.0 1 23-0-0 26-5.6 1 33-1a13 i 40-" g1-ao 1-0-0 7-&14 6-9-2 5-10-0 3-0-0 55E 5.5.6 6-1-3 '1-0-0 Scale= 1;69.8 5x8 = 5.00 12 5 Us 2x4 II 6 4 3x4 5x6 G 7 5x6 3 17 exit 185x12 — 8 8x6 2 9 .} F 1 tOIb 3x6 19 18 14 13 12 11 3x8 — 3x4 = 2x4 11 2x4 11 5x6 = 2x4 II 7-4-14 14-2-0 20.6-0 23-M 28-5.6 33-ID-13 40-0-0 7-4-14 0-9-2 6.4-0 2-0.0 5-5-6 5S8 6-13 Plate Offsets :0 _ .. , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 36.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP`No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYPNo.3 REACTIONS (lb/size) 2 = 771 /0.8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 =190(load case 4) Max Uplift 2 = -3950oad case 4), 16=-829(load case 4), 9=-4900oad case 5) Max Grav 2 = 7970oad case 6), 16 = 24560oad case 1, 9 = 8770oad case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-14, 2-3=-837, 3-4=-327, 4-5=-327, 5-6=1791, 6.7=1387, 7-8=-223, 8-9=-839, 9-10=14 BOT CHORD, 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13--0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16--1947, 6.16=-492 NOTES 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 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.051 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cart.#6634 WVARIWM - V*rW deeigrs patrnonnrtare and RBAi! NOTUSON INO AND RSVSR86 BJCL S BEJ 0XZ tW& sssars® Design vafld for use only with Mltek conneotots, This design is based only upon perameters shown, and k fo an ndivdual bulding component 10be installed and loaded vertically. Apploobllly of dodgn patometsn and plow incopoatlon of component is iesixwa blKy of buldng designer - not hues designer. Biocng shown k tot iolwol suppod of Individual web members only. Additional lempoary bracing to insure slablRy during construction It the iesponslblity of the *rector. Additional petmonent braicing of the ovetal stiuctum is the iesposibNRy of the building designer. Foi general guidance iegaidkp fobilccatlon, quality conhot stooge, dellvery, emellon and bt e". eo sull GST-Ste Quality Standard, DSO-89 Bracing apeeMootron, and Nrl•91 M HandlingInstallingandRroanMgReaomm*ndallon ovallable hom Tiuss Plate Institute. 693 D'Onohlo Dilve, adkon, WI 5371D. iTek® Symbols PLATE LOCATION AND ORIENTATION 44 to-` 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nafl Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS 0 0 x 0 a 0 BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17A8 Indicates location of required continuous lateral Facing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP General Safety Dotes 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 comber for deadload 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 m List be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, f 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. FORM618, 019 Job russ Truss Type ty 14673741 DR1965F A7 ROOF TRUSS 1 2 i Job Reference to tional) S e I eindustries, nc. on Mar : age 3-9-14 7-0-0 13fi-14 20-0-0 265.2 I 33-0.0 i— 38-2-2 l 40-0-0 i70q1- I 1.0.0 3-9.14 3-2-2 8814 e5-2 65.2 6-6-14 3-2-2 3.9.14 1.0.0 Scale = 1:69.8 8x8 — axe = 5.00 12 Us= 7x8 = 4x8 = 4 5 6 7 a 2x4 2M 3 9 2 10 71Ia' 3x8 — 16 15 14 13 12 3x8 - 3x4 = Us = US = 5x6 = 3x4 = 7.0.0 13$14 20.0-0 26.5-2 33-0.0 40-0-0 i 7.0-0 6.8.14 65-2 65.2 6-6-14 7-" Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 > 653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 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 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.21) "Except' 13-15 2 X4 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=-790oad case 5) Max Uplift 2 = -2028(load case 2), 10 = -2028(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10-11 = 29 BOT CHORD 2-16 — 7614, 15-16 = 8058, 14-15=12490, 13-14=12490, 12-13 = 8058, 10-12 = 7514 WEBS 3-16=562, 4-16=599, 4- 15=4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13 = 4848, 8-12 = 599, 9-12 - 562 NOTES 1) 2-ply truss to be connected together with 10d 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. 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0- 0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.33, Plate Increase= 1.33 Uniform Loads (pif) 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 Junaidie Budiman, Lic.#451 Junal Bullies, 1 Concentrated Loads (Ib) a Vert: 16=-603.212 = -603.2 MiTekInc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARIMM - VerW drelyn pwum#f1ese and READ NOTES ON MM ANDREVERSE MW BEFORE E11111111114 Design vold tot use only with MiTsk connectors. Thk design It bored only upon potameters shown, and k fo an IndMdual building component to be Installed and loaded vertically. AppltidWty, of dodgn potornoWs and propet Irnoorpoeatlon of component Is responblMy of building dalgna - not truss desig net. Stachg shown Is lot btwal support of hcWWuol web membets only. Additional temporary bracing to Insure stability during condructbn Is the tesponsblly of the erootw. AddMbnol petmonent brbchg of the overall shucturo Is the tesponsbNly of the building designer. For genetal guidance tegotdkng lobrloation, quality oontrol, stoage, delNery. erection and broohg, consul QST-416 Quality Nandard, DSS-11119 Srocing Speclloatlon, and NIl•91 M iTek® Handling hing sta0g; and 11raoRecommendatlonavalm able ttoTruss Rotelutlute, 683 D'Onohlo Delve. Madison. WI53719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Qa"'*Fof O 4 x 2 orientation, locate plates 1/e" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For taibulof plating formal refer to the MITek/Gang-Nap Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length paraifel to slots. LATERAL BRACING Indicates location of required le continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO f 591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M1 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o 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 puriins 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 cup © IM Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type ty y 14673742 DR1965F ' A9 ROOF TRUSS 1 1 Job Reference (o tionall sFebt o Industries, nc. on Mar age 21 4-9.14 9-0.0 1441-0 20-" F 251" I 31-0.0 I 35-2-2 1 40-04) 41-0-0 1-0-0 4-4-14 4-2-2 5-6-0 5-6-0 5-0-0 5$4) 4-2-2 4-9-14 1.04) Scale = 1:69.8 5x8 = 5A - 3x4 = 5x8 = 3x4 = 5.00 12 4 5 6 7 8 2x4 2x4 3 9 2 10 11I$ 1 as Us — 17 18 15 14 13 12 Us — Us = 4x6 = 3x4 = 3x4 = Us = Us 9-04) 18-0 23 0 31-04) 40.0-0 9-04) 7-4-0 7.4-0 7.4-0 9-" Plate Offsets . e LOADING (psf) SPACING 2.0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Verli -0.45 15 >999 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 1 st LC LL Min Well = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 2-4.15 oc purlins. SOT CIjORD 2 X 4 SYPNo.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 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 = 96(load case 4) Max Uplift 2=-791(load case 2), 10=-791(load case 3) FORCES (Ib) - 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 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 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industles, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.N6634 wAmNI3 - VerW dom" parameter= and READ NOT6s oN TBJS AND R6vERSE BIDE Bir"Pts tm& s Design void tot use only with 14111ek eonrlectos. This design Is based only upon parameters shown. and Is lot an IrtdMduot building component to be Installed and boded vertically. Applicability of design poametets and proper nowposatbn of component Is responsbNry, of bulking desli - not truss designer, aroma shown Is fat lateral si of Individual web membets only. Additional tempotory bracing to kuwe dabwy during eonsituctlon Is the tesponsbilly, of the =recto. Addllkxld permanent btbalng of the overall shuctum Is the resporal &y of the buildingdesii For general guidance regotdng fabdoollm quality contra(, stooge. deNery. etectlon and bracing. cons 00-M Quality UwWord, Dili Bracing 3pecifloolli and HIs-91 MiTek® ble aTrust Plate nsillute. US D'Onohb CNN*. Madison, W153719. Handlingkaf *m and Ilmolrq "cammmddl eonavailable 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, 0 Cr 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. For tabular plating formal refer to the Miiek/Gang-Nall Joint/Plate Placement Chart. PLATE SUE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length paraffel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING' nA 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 AT THE LOWEST JOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeW CPtPAN TM HYM0, WR 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 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 Mi#ek Holdings, Inc. ruse Truss Type ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference (o VonseIeIndustries, nc. on ar age r- 7.8.0 14-9-0 20-0.0 23-0-0 I 2858 l 33.10-13 40-0.0 11-0-09 1-0-0 7.8-0 73-0 53-0 3.0-0 556 5-6.8 8.1-3 1-0-0 Scale s 1:69A 5x6 = 5.00 F,2 5 4x8 8 4 30 5x8 i 7 iI 5x8 3 7 18 5x1 8 7 1 = 44 1 2101 5x8e = 3X 18 14 13 12 11 3x8 — 2. 50 12 5x8 7. 8.0 14-5.12 1!! 0 204-0 23-0-0 2e-M 33-10-13 40.0.0 750 6-11.12 03-4 5-7-0 2.8.0 556 5.5-6 6-1-3 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 VertILL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BOLL _ 0.0 Rep Stress Incr NO WB 0.75 HorzlTL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 294lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CfJORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16-1743/0-8-0, 9 = 872/0-8-0 Max Horz 2=19011oad case 4) Max Uplift2=-363(load case 4), 18=-407(load case 4), 16=-537Uoad case 5), 9=-5021load case 5) Max Grav 2=733(1oad case 6), 18=829(load case 6), 16=1743(load case 1), 9=880(load case 7) FORCES Ilb) - First Load Case Only TOPCHORD1-2=12, 2-3=-1297, 3-4=449, 4.5=504, 5-6-885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16--57, 13-15-96, 6-15-630, 13-14-0, 12-13=0, 11- 12 -1106, 9-11 =1110 WEBS 3-19=-180, 17-19-1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8- 12=-607, 8-11=112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 51 Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 ib uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#4511il MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. A6634 4WAMM - Vir{ jjf design paramsttrs and R&W NOMB ON TWOAND RB VMRW BIDE 8EP0R6 tl8ls. wow Design void far use only WBh MRek connectaes. This design b based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper hoorporatlon of component is responsibility of buldhg designer - not truss I , deslgnet. Bracing shown is tot lateral support of Individual web members only. Additional tsm"ciry bracing to Insure stability during condiuctlon is the msponsblNty of the erect". Additional permanent bAmhg at the overall structure It the "respam bllly of the building dedgrrer. For general guidance regarding fabrication, quality control. storage, delivery, election and brockq, consuM QU-04 Qualify StarWc". DS1111-89 trackq Specillcatlon, and NIS-91 MiTek® HandllqInstallingandiraCligitrnecornendallonavallobhamleTrucePlatehditute. 693 D'Onofib Vt Delve. ocilson, W153719. 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. 0 Q 0 For 4 x 2 orientation, locate plates Ile" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Miiek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 Indicates location of joints at which bearings (supports) occur, FORM01 A,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTekv QAMM-" A& QP HYDRD,AIA® PANEL TM CLIP General Safety gates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of the 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, N 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. IM Mitek Holdings, Inc. Job cuss Truss Type Oty y 14673744 M1965F a AG2 ROOF TRUSS 1 1 Job Reference (o VonACCU-SPAN-TtI, , s e r eIndustries, nc. on ar age 7$-0 l 14-9-0 , 16-7-3 +.---22-" 123—" 1-0-0 7-6.0 7-3-0 1-10-3 6d-13 1-0.0 4xe I I Scale = 1:46A 6 2x4 II 2x4 II 5 7 a I$ 5xa 2x4 11 2x4 11 2x4 11 3x4 li 3x10 11 5.00 12 3 4 I I a t = 2x4 II I 11 2 A t 2x4 I I = 2x4 IId2x411 2x4 11 3x4 = 10 2.50 12 2x4 11 22-" 7.6-0 14-6-12 14r9-0 20-4-0 20.8r0I— 7-6-0 7-0.12 0-2-4 5.7-0 0-4-0 1-" Plate offsets : - , - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Ven(LL) 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 HOrz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. SOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4>SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 =1081 /0-8-0, 7 = 393/0-8-0 Max Horz 2=354(load case 4) Max Uplift 2=-308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2=7350oad case 6, 10=1081(load case 1), 7=4050oad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =12, 2-3=-1339, 3-4 = -1339, 4-5 = 243, 5-6 = 283, 6-7 = -78, 7-8 =,17 BOT CHORD 2-11 =1244, 10-11=-32, 7-9=71 WEBS 4-11 --205, 9-11 =1382, 4-9--1479, 9-10=-1007, 5-9=-323, 6.9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; It =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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING V*rW daaWn parwiriators and R&W NOTRB ON TIi1L8 AND R6VZJ= BIDS HEPOR6 UM. sste Design void for use only with Mlfek connector*. This design k bated only upon parameters siawn, and k for an Individual building cwnporwrit to be Installed and loaded vedicaly. ApploobtNty, of dsspn pararnoWn and proper Inootporatkxn of component is responsibility of building despnet - not truss Idesigner, Bracing *awn Is far btetal wppod of individual web members only. Additional temporary bracing to insure stabllly during construction k the iesponslbtlty of the erector, Additional permanent biboi ng-.of the overall structure is the tesponsbllty of the building designer. For general guidance regatding fabrlcotion, quality conttoL storage, delivery, erection and bracing, cornuR QST-Ra Quality standard, OSS-89 Srockng SpeclRCallon, and HIS-91 MiTek® Handllm Intalkna and Srockng Recommendation avolable from Trust Plate Institute, 693 D'Onokb DINIe, Madison, WI $3719. 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. All,•, , 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 piotes. For tabular plating formal rotor to the MITok/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 le continuous lateral bracing. BEARING gnA Indicates location of joints at which bearings (supports) occur, 0 Q 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS' BOTTOM CHORDS JI J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 0 Q O x U a 0 MiTek* PANEL 1M CUP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l , Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A 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 curds must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, of less, 9 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. 1M Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type ty I y 14673745 DR1985F + B ROOF TRUSS 1 1 Job Reference (a tipnal) sFebr e industries, nc. on Mar age 53-14 10.40 1441-2 20-0-0 21-0-0 i 1-0-0 5314 4-8-2 4.8.2 5314 1-0-0 Scale - 1:36.0 US 4 5.00 12 2z4 -Z- 2x4 1- 3 5 2 8 3x4 = 8 3x4 = 5x8 = 10-0-0 20.0-0 10.0-0 10-0.0 Plate sets12:0-1-8,0-1-Uj,16:0-1-5,0-1-81,13:0-4-OtO-U-DT— LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LU -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TU -0.24 2-8 >993 BCLL . 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc puffins. SOT CFJORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYPr No.3 REACTIONS (lb/size) 6-1004/0-1-8, 2=102410-8-0 Max Horz 2 =105(load case 4) Max Uplift8=-429(load case 5), 2=-442(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 -1430, 6-8 -1481 WEBS 3-8 - -389, 4-8 = 536, 5-8 = -444 NOTES 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 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.rY451 1 MiTek Industfes, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. M6634 A WAMM - Ver fydeatyn parwnstem and RSAD NOT'EB ON TWS AND REVIUM BIDS 11MORE MO. Design valid tot use only w1h MRek oonnectois, this desgn Is based only upon paramelets shown, and Is tot an hdWWuol bulidhg component to be Installed and loaded vertically. AppkxAA ty ofdesign potameten and proper heoiparatlon of component Is tesponsblWy ofbu lding designer - not true$ designer. 8tochg shown Is fat lotmal support of Individual web rnemlaets only. AddMlonal tw npxaty txachg to Insure slablify duthgconstruction It the responslbaty of the omcta. AddMlonol permanent biboing of the ovetol dtucture Is the tesponslblity of the building designer. For general guWance tegatding fabrication, quality conhol, storage, delivery, 4tectlon and biochg, consult CST-88 CrtgSfy Standard. Dal-89 lroelq Speclleaflon, and HIN-91 MiTek® HandlingInstalinaand1racV4RecotnermwlaltonavalRaabehornTrusstehstSute.893 D'Onoelo Dtive. Modbm WI53719. Symbols PLATE LOCATION AND ORIENTATION 10, 13/ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and S securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal rotor to the MITek/Gang-Nall Joint/Plato 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 40,00 continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur, FORM016,019 Numbering System J2 J3 J4 TOP CHORDS 0rr 0 U a 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 El MiTeke 1 PANEL CLP OfMRO-A/R0 General Safety Dotes 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 rec uke 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. O 1 "3 Mitek Holdings, Inc. Job ruse Truss Type ty y 14673746 6R1985F L BG ROOF TRUSS 1 1 Job Reference to tionall A - sFeb1 e Industries, nc. on err age 1-" 5314 10-0-0 14-8.2 20-0.0 21-0-0Ii 1.0.0 5314 4-&2 4-8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 2x4 11 2x4 11 5.00 52 3x4' 3x4 2x4 II 3 5 2xa II 25 11 0 11 26 0 2 11 6 i1 7'1$ 27 2x4 11 10 2x4 11 2x4 11 a 2x4 11 a 2x4 11 283x4 _ 3x4 2x4 11 US = 2x4 11 2x4 11 5314 to-" 14-e-2 20.0.0 5314 4-8-2 4-e-2 5314 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 >999 BCLL . 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 124 1b LUMBER BRACING TOP CHORD 2 X 4 `SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. 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 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6-902/0.8-0, 2=902/0-8.0 Max Horz 2 =107(load case 4) Max Uplift6=-373(load case 5). 2=-3730oad case 4) FORCES IIb) - First Load Case Only TOP CHORD 1-2=34, 2-25--1514, 3-25=-1446, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 -1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 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 S; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.Olb up at 18-0-0, and 15.71b down and 10.O1b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28--16.7, 6-28=-20.0 Concentrated Loads (Ib) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic.061 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.#6634 Q, WARNIIVO - Verft des4w parameter wW READ NOTES ON Ti381 AND REVERW 81192 BE"Alt USE. Design valid rot use only with MITek oonneclws. This design k based only upon parameters shown, and is tot an indWuol building component to be Installed and boded verlloally. Appilaobtity of design ppramelers and proper Incotporatlon of component Is iespora billy of building deslpner - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to krsure stability during construction is the tesponsbtly of the etector.:Addlbnal permanent bt' cial g of the overall shuctursr Is the resporrsb9ty of the budding designer. For general guidance tegording fabrication, qucity conhot storage, deivsry, orectlon and bracing, consul OST•88 Quality Stendmd, DBB-Big Bracing Specification, and Nit-91 'w ® Handling MstaNklg and SrooIng Necommenddlan ovak=bis trorn Truss Plate Institute, 693 D'Onofib Drive, Madison, WI63719. + 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 I /a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/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 9n.4 indicates location of joints at which bearings (supports) occur. Ih$ 0 Q O x U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N El MTeke PANEL TM CUP 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(' &' 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. IM Mitek Holdings, Inc. FORM018,019 Job ruse russ Type ty y 14873747 OR1965F ' CG SCISSORS 1 1 Job Reference to tionaq S e e n USNreS, nc. on ar age 4-0.15 7-6-0 i 10.11-1 15-0-0 16-0-0I 1-0-0 4-0-15 3.5-1 3-5.1 4-0-15 1-0-0 Scale = 1:28.4 US = 4 5.00 12 20 = 294 = 3 5 8 2 5x8 6 I$ 2.50 12 3x4 = 3x4 = 7-6-0 15-04) 7-" 7.6-0 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 HOrz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP:No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. SOT CHORD 2 X 4 SYP!No.2D SOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYPr No.3 REACTIONS (lb/size) 2 = 782/0-1-8, 6 = 782/0-1.8 Max Horz 2=-80(load case 5) Max Uplift 2=-340(load case 41, 6--340(load case 5) FORCES (Ib - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 -1935, 6-8 -1935 WEBS 4-8=969, 3.8=-394, 5-8=-394 NOTES 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 and zone; cantilever left and right exposed ;lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSIIrPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by Others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4511 i1 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 mn m - Vaii dtalpn ,Parami wad xrAD Norss ON Tars AND RRv6Rm SIDE Barom ust. Design gold tot use only with MiTek connectats. 1hb design Is based only upon parameten shown, and Is fa an Individual bulldlnq component 10 be installed and loaded vertically, Applicability or designpatori and proper Incotporatlon or component b tespomboy of buldIng dodgnei - not truss designer. Siccing Mown Is lot Metal support of NdIvIdual web members only. Additional lempoiary brooIng to Insure doblMyduring construction Is the responslbWty of the elector; Additional permanent brbolng of the overall structure Is the responslb V of the buldi designer. Pot general guklance regardNp lobrloatlon, quality cori storage, delivery, otectlon and bracing, consulf Qli Quality Slandanl, DSI.89 Bracing Speaftaaom and HIS-91 MiTek® Handling InstaSMWlo p andbroabsgRecommendationavailablehornTrunaleInstilute, 563 D'OnohDrlve, Madison. W153719. Symbols PLATE LOCATION AND ORIENTATION 134 * 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/Plato 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 0 Q 0 x 0 a 0 BOTTOM CHORDS A is J7 J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N mi! 0 M Teke HYOJltD WR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at i/4 panel length(; 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 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. IM Mitek Holdings, Inc. Job russ Truss Type ty y 14673748 901965F ` J ROOF TRUSS 14 1 Job Reference (o tionat) sFebt o n u lies, nc. on Mar age 1-00 7-00 3 Scale = 1:17.7 5.00 52 2 4 ZO = 7-0-0 7-" LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min I/defl = 360 Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0-0 oc purlins. BOT CHORD 2 X 4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size)- 3 - 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz'2-188(lood case 5) Max Uplift 3--213iload case 5), 2=-1380oad case 4) FORCES fib) - First Load Case Only TOP CHORD 1-2 - 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; panially;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 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Juneidie Budiman, Lic.#451 1 MiTek Industies, Inca 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 4& WA MNO - V rW des ors parsstrHd*re oast RMD xoaas Onr TWN AND JWMCRSX sous BZFOR6 uses. ••••• Design valid for use only with Mitek connectors. This design is based only upon potometers shown, and is for an Individual building component to be installed and boded veftically. Applicability of design parameters and proper Ineorpmatlon of component is responsibility of building designer - not truss designei. Stoc" shown is lot lateral support of Individual web members only. Addi tempoiory bracing to Insure liability during construction is the fesponsblilly of the etectof. Additional permanent bibchg of the overall structure is the iesponsbBlly of the buNding designer. For general guidance iegording lobticanon, quality control storage. delivery, erection and biockng. consull OST-44 taualRy Standard. 051-89 Bracing Speallicatlon, and HIS-91 M Tek® Handling Installlnts and • Plate Institute. Recommendation available from Truss PlaInstitute. 893 D'Onoeb Dilve, Madison, W 153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A *Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise, Dimensions ore in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. T ca 2. Cut members to bear tightly against each other. o WEBS 3. Place plates on each face of truss at eacha"'plates For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane 1/8" from outside edge of a if. o at joint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chord splices V o at r/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 JI J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format rater 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 40,00 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke c> PANEL CUP TM 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 shaft 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 Mtek Holdings, Inc. FORM018,019 Job Truss Truss Type Oty Ply D R HORTON 1 1965F J1 MONO TRUSS 10 1 14873749 tional ACCUSPAN-TH, LONGWOOD, FL 5,000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1 3 1-0-0 1 0 0 1-0.0 1-0-0 Salo + 1:6.6 2 6.00 12 1 4 1-0-0 1-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n1a M1120 249/190 TCDL 7,0 Lumber Increase 1.33 BC 0,01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Ind YES WB 0.00 Horz(TL) -0.00 3 rda BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdeft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (Ib/size) 2=177/0-8-0, 4=9/Mechanicaf, 3=-17/Mechanical Max Horz4=45(ktad case 4) Max Uplift2=-117(k)ed case 4), 3--21(k)ad case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst: BCDL=5.0psF, occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451Iit MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 " Cert.#6634 A,WARNM - V*rW slasdy+s paraemetere wW RSAD NfOMS ONT/M AND R6VZRS B 8M 86110M U89. 1® Design void for use only with MR*k conn*ctots. This design is based only upon patometen shown, and is far an Individual building component to be Inslalled and loaded vertically, Applicability of design parameters and proper Incotporatbn of component is tespontlbaty of building designer - not truss deslgnet. Bracing shown is for Ioleral support of Individual web members only. Additional temporory broch* to Insure stabi ly during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure It the responsibilly of the building designer. For general guidance regarding fabrication, quality control. stoic**, debv*ty, erection and bracing, comul CST-66 QuaMy standard, DSI.69 brockV lIgne oatlon, and HIS-91 MiTek® Handift Installnp and 6rocWV Recommendation available horn truss Plate Institute, 593 D'Onohb Drive. Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13A * 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/e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicuk3r to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Vn.4 Indicates location of joints at which bearings (supports) occur. FORM018,019 0 Cr 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS A J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N El MiTek° MIYDAO-Aff 0 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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length('- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, a 1993 MiTek Holdings, Inc. cuss Truss Type ty y 14673750M1885FILKROOFTRUSS41 Job Reference to tionall sFebe Industries, no on Mar 31 14:31:59age 1 0-0 5-0-0 1.0.0 6.0-0 3 Scale = 1:1&9 S.00 F,2 2 4 2M 5.0-0 5-0-0 LOADING -1ppsf) SPACING 2-0-0 CSI DEFL in Poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No2D 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=137(1oad case 5) Max Uplift3--149(load case 5), 2=-126(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES 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 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#4511il MiTek Industles, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 A WA&MNO - Ver(* dse%tt parnn seters and R&W NOTBS ON TWO AND R6V1tR&Z MX BBit*ORB -t=. n nnr(Ip Design valtd tot use only with Musk connectors, This design is based only upon potamsters shown, and is for an Individual building component to be Installed and loaded Vertically. AppBOCbNIty of design poiametsts and proper Incotpotation of component is respom biMV of building dssipnet- not buss designer. &acing drown is tot Metal support of Individual web members only. Additional temporary btacing to Insult stability dutIng condiuctlon is the responsibility of the srecloi..Addltbnal permanent bNoIng of the ovsial shuctute is the iesponsbBlty of the bulding designef. For generat guidance tegaiding labtloat", quality conbt, and otstorage, delivery, .teat„ocing. consult QST•88 Quality Standard. 034a9 true" Specification. and Hi1.91 M iTe k Handling IrutaNlnaandBracingRecommendationovalbmblefroTntaPlotsInstitute, 593 D'Onottlo Dive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 4110- 131,4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates W' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format rotor to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 0 rt 0 L) a a Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-76, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217. 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e El MiTeke PANEL cUPHYDROAlRe 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. 15. Care should be exercised in handling, erection and installation of trusses. 1"3 Mitek Holdings, Inc. job ruse Truss Type ty y s 14873751 1965E L ROOF TRUSS 4 1 Job Reference (o tional) s e r e n ustries, no on Mar age 1-0-0 3-0-0 1.0.0 3-0-0 Scale = 1:92 5.00 12 2 1 4 3-0-0 3-0.0 LOADING,`(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - We 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) 1 st LC LL Min I/deft - 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 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 -69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Hart 2-85(load case 5) Max Uplift3--83(load case 5), 2=-121(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-29, 2-3--54 BOT CHORD 2-4=0 NOTES 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 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.X451 I ii MiTek industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.116634 WARNING - VerUk drsign pararneterss and R&W NOMS ONTMS AND ,RXVZRBX RM BXr0Ra UM. Design vald too use only with MRek connectors. Thls design Is based a* upon po omsteis #awn, and Is km an hdWuol buldhq component to be Instoled and looded vedical y. Applicability of dedgin porameten and proper hcaporotlon of component Is iesporrWly of building designer - not truss designer. &acing pawn Is too Wlaal support of hdWkk#W web members only. Addllonol temporary biciol g to hews stability dump construction Is the respon"y of the erector, Additional permanent bAechg of the overall sh ictum Is the responsibility of the bulrtirp designer. For general guidance regarding fabrication, quality oonhat storage. delivery.. erection and bracing, oorm* UST-e! Quality Standard, D$S-ti9 IlrocYng specification, and HIN-91 iTek® NandWnp Malim and Sraclnng Recammendcibn avaloble from Truss Plote kmlute, 593 D'Onofrb Drive. Madison, WI53719. M Symbols PLATE LOCATION AND ORIENTATION 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I /a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabWar plating format rotor 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 4PIO continuous lateral bracing. BEARING WnA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 El' MiTek• General Safety Notes Failure to Follow Could Cause Property Damage Or Personal injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM utP HymQwwo 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. 01 M M tek Holdings, Inc. a i4 T job Truss TFUSFType ty y 14673752 1966E ` M ROOF TRUSS 4 1 Job Reference (o tionall U-Walm I, , s e r e n ustries, nc. on Mar 31 14:32:00age 3 1.0.0 1-0-0 1-0-0 Scale = 1:5.6 5.00 12 2 1 4 1-0-0 2(4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 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(TlJ -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) '3--17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2-45(load case 4) Max Uplift3=-21(load case 51, 2=-117(load case 4) Max Grav 3-26(load case 4), 2=177(load case 1), 4=91load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 = -37 BOT CHORD 2-4-0 NOTES 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 21 lb uplift at joint 3 and 117 lb uplift at Joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic. #451111 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWA Wit W - ver jjy &#4n pa a,netene wW MM MMS ONrllfls AM ncV== SIDS AMMRS VU. •••• Design vald for wn anry with Wok connectim Tf* design Is.1 aced any upon parameters **wn, and Is br an hdWual buldkng oomponent to be Waled and loaded vetlloaly, Applicability of design parometen and proper kxxxparatlon of component Is resporabNly, of building destgrat - not trussdesigner. &acing drown Is for lateral support of Individual web members only. Additional temporary bracing to knave stability during cwnsirualbn is the tewonsbOy of the erecl x, Additional permanent brN&V of fit oveal structure is Hue responsblNy of the building designer. For general guidance tegarding fobricatlan. quality carrbo6 storage, delivery. erecilon and bracing, conwll OBT-aa Quality Standard. DSB-09 Bracing SpeoBlcatior% and HII.91 Tek® Han lingni laBkn and Braalnp NeeommesWationavak ble from Truss Plate kndi ute.693 D'Onokb Drive. Madison, Wl63719. Symbols PLATE LOCATION AND ORIENTATION v%# * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. rr y 0 Q For 4 x 2 orientation, locate 0 plates 1/8"from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nutt 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 4e continuous lateral bracing. BEARING WnA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 El 10 M Teke Z&®1 PANEL TM L"CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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. 01993 Mi#ek Holdings, Inc. FORM018,019 t yt slob Truss Truss Type city Ply D R HORTON w 14873763 1,985E S ROOF TRUSS 2 1 optimal) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2D03 Page 1 150 5 5 9-IG43 1-5.0 535 4.7-8 Scab 1:15.6 1$ 3.54 12 3x4 %- 3 d 2 3 2.411 7 5 5 3A = tar = 5.3-5 9-10-13 5-as 4-7-8 LOADING (psf) SPACING 2-" CSI DEFL in (roc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >90 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 Ina NO W B 0.41 Horz(TL) 0.01 5 rite BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5.1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechank al, 2=514/0-115, 5=429/Mechanical Max Horz2=228(load else 2) Max UPIM4=-249(load case 5), 2=-217(load case 2), 5=-123(ked case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5.6=0 WEBS 3-7=166, 3.6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001;120ni h=18ft; TCDL=4.2psf; BCDL=5.0psf, occupancy category II; exposure B; partlally,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 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-toy=-49.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WaMM - ver(fjf deetyn parssrnetersr and MUD NOMB ON smX AND Ravaxaia swig Barone tree. Design vabd for use only with MRek connectors. This design Is based only upon parani "wn, and It fm an IndMdual bulling component 10 be Installed and boded vedli Applcabaty of design parami and proper incapaatlon of component Is tespona bOy of bul ding designer - not tnm designer. Bracing =frown b for ktteral support of indNkWal web members only. Addltbnal temporary bracing to Insure dabOy during construction Is the msponslbMly of the owaW. Addltlonal petmanent WacYrg of the ovetal Nructum Is the responsWly of the bulling dedgi For general guldatroe tegolding fabrballon, quarry contro4 storage, d*Wety. Mectbn and boalrp, consult OST-88 Ou lty Standard. DS9-89 Bracing Specllloatbn, and NIB-91 MiTek® Rani kata i na and Srocing Reaornmer dai avalable hom Truss Plate insiltute, 583 D'Orweblw, DrMadison, W153719. 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, 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. I. - This symbol indicates the required direction of slots in connector plates. For talbWar plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Lumbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4011' ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N gnA Indicates location of joints at which bearings (supports) occur. MiTek," TM 1 PANEL FORM018,019 GANG -NAILN QVaiVa, CLIP A 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 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 plafing requirements. 9. Lumber shoes 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. O 1M Mitek Holdings, Inc. 0 4 lilob Truss Truss Type City Ply D R HORTON M 14673754 1965F S1 ROOF TRUSS 2 1 a tional xCCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2003 Page 1 15-0 1-" 15-0 15.0 Seab - 1:5.4 yyd 2 UA 12 yH d 1 4 15-0 D4' 1.5-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 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 LL Min Udefl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-5-0 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) 3-40/Mechanical, 2=193/0-", 4=6/Mechanical Max Harz 2-47(load case 2) Max Uplift3=-40(lood case 1), 2=-175(load case 2) Max Grav3-25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD- 1-2=29, 2.3=-24 BOT CHORD 2-4=0 NOTES 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 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2--74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to3=52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic. tl451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cent. M6634 WARfYl W . Veri& domtgn pasnwrr/tom and R&W NMUS ON IM AND R6VERSB MU BXFO W Use. ••••® Design valid for use onty with Mifek connectors. This de*p 6 based only upon parameters shown, and Is tar an IndlAdural budding component to beInstalledandloadedvertkxdy. Applcabity of design paameters and paper Yrooipowtbn of component is regxwalbWy of bu§MV designer - not truce I designer. lkockng drown is for lateral support of Individual web members a*. Additional temporary bracing to Insure stabllly du*V condructl n is the remm nsblIfy of the emotos. Additional permanent br>sxdrnp of Me overall structure b the responsbW of the buldho designer. For general guldance regarding kW lcatbn, quality control storage. delvery, election and brackng, corsull GO-0 Quality standard, DSB-89 Irociq SpecMlcotlam and MIS-91 Ilon dlklp Insfallft and Bream- ReeammendalfonavWm R dtae haTrussateksisule, 6113 D'WnohbDrive.Dr. Madison. Wl63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 For 4 x 2 orientation, locate plates I /s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MR*1k/Gang-NaI1 Joint/Plats 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 4e 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 i o- o Q U O p U r- a ce a C6 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 tee ElMT+eke OD TM PALINELZ&L" CPmyzWoAtire AGeneral Safety Mates 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 heated 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. 01"3 Mi#ek Holdings, Inc. Alk41 I 14-0-0 LG. l VOLUME 14-0-0 BRIG. IN ENTRY i WA I N IF`IC: ALL BEARING WALLS to BE PLACED tJ L 1 PLY HGR CTICEI I RENEW ALL SPAN DIMENSIONS--BRG. WALLS IttPRIMTOSETTINGTRUSSES.. 6 2 PLY HGR. ENIGNEEREDt DRAWINGS--LOADING-=PITCH AND OVERHANGSWALLSSHOWNARE708EBEARWG . L 3 PLY OR. SIGNED APPROVAL X JOB NUMBER:DR1965F DATE.8-6-02 PITCH.LOADCUSPANCUSOMDR, HORTON . LOAD-SHINGLES^ 407-321-1440C BY: T.H. JOBNAME: MDE5 L /H: 125 BRG: BLOCK Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAGE DESCRIPTION PORT 8 SERIES INDEX MASTER FILE NUMBER I I JINSTALLATION DETAIL W1 TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 2- JINSTALLATIO(l DETAIL WW SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 INDEX 4 INDEX, 6 INSTALLATION DETAIL WAIS SCREWS HORZ.SLIDING.FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 INSTALLATION DETAIL wrrAPcONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL SOL HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020, JFLEX0016 1100 11000 11000,1600 & 2000 6 INDEX 7 INSTALLATION DETAIL WAYS SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFM0026 FLEX0018 11000,150032000 100092000 INSTALLATION DETAIL W= WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE H ' EADER W11 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000,1750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 INDEX .-MAST13R 12 FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW FILE NUMBER 5 ISLIDING GLASS DOORINSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 & 2000 13 INDEX ;.- 14 IsUpING GLASS DOOR INSTALLATION WITH. #8 SCREWS MASTER FILE -NUMBER S IFIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFNTR 1500,1000 & 2000 100011600 Is FLANGE TRIPLE HORIZONTAL MULLION SECTIONS DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 1 1600 Is FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IHMFINTW 1000 11500 17 'FORGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLGTW 100011500 18 'FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES, IHMFIN 1000 11600 19 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IHMFLG 1000 11500 20 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES JIVMFIN 1100011500 21 IFLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 11VMFLO 1100011500 22 IFLANGE INDEX'• 22 VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFL0 MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1100011500 2HMFINTR i2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFI.GTR 2000 26 FLANGE VERTICAL'MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN ,HORIZONTAL -MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 2H LGTW 2000 29 FIN t490-" MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFIN 12000 1 31 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFLG 12000. Pape 1 Of 1 n*0M*5j6M.7ft t AU" %"MW" BY MORWA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1 A 53 1 /8" X 72" NCTL-210-2327-1 72" X 72" DESCRIPTION SER. 1000 SINGLE HUNG 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" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" 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 MASOMRY OPENING BT OTHERS ONE BT WOODBUCKBTOTHERS CAULK BETWEEN WINDOW FLANGE a WOOD BUCK STUCCO JSTOTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.), ME NOTES) v1NDDWHEIGHT PERIMETER CAULK By OTHERS V \ CAULK BETWEEN VINDOW FLANGE t PRECAST 'SILL W/VULKEM E16 ADHESIVE CAULK OR APROWED COL. t 1 ONE By WOOD CONCRETE OR SCAT OPENINGBUCKBYOTHERSsYOTHERSCAULKBETWE-04 WOOD 1-V.•.maBUCKLMAST. OPENING BUCK WIDTH By OTHERS SH[n AS PEO'D. D INSTALLATION ANCHOR FLANGE TYPE 1/4, MAX. 3/16' DIA. TAPCON WINDOW FRANC SEE NOTES) SHOWN (SEE NOTE 9) UAMB INSTALLATION ANCHOR 3/16' VIA. TAPCON SHOWN (SEE NOTE 9) 4 1 1) 1-1/4' MIN. Q EMSEDMCNTL --I CLASS (TTP.) SEE NOTES) 1 t. CAULK BETVEEN V WINDOW FLANGE a WOOD BUCK PERIMETER SHIM AS RCO`D. CAULK 1/4' MAX. BT OTrICRS FLEE MOTES) WINDOW WIDTH FLANGE TYPE STUCCO WINDOW MAHE BY OTHERS CAULK BETWEENKADERVMDBUCKtSECTIONf3—B MAST. OPENING BT D%HERS BUCKEIGHT WINDOW HGT. I K- FLANGE TYPE WINDOW FRANC SILL O WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR G I SILL STOOL A _ i BT OTHERS PRECAST SILL 1: p' by OTHERS CF _4 6, Y SECTION A —A 212002 TAPCON LOCATION CHART CALL TIP TO ILOCALONS In HE IL ATI NS IN JA%4 LIP TO iA1j UP TO zlpsr TOSIZETIP54) A3F 7TO Sow D22 74 X 216 C.0 C.0 IJ IJ 74 X 3B 3/8 C.0 CAE IJ,K1 IJ.K.L0247. X 50 S/B C.G C.O.E I.J,K.L HJ.J.K.L N o mD3311G6r/. X 38 3/8 B.C,C I '.CAE IJ.K1 .I J.X.Lnuit1. X : A •. B;Ct 0 r E.F KIJ1 G M I J.K. T22 11 X 26 ki IJ . T23 r / I X 3S 3/6 s. CD. DE.F LJXL I LJJ(.L t. 111 X B.C;Dr A A.u IJ K.L 1 X. L Al2 X 3, A I.J. 1 IJ.K.L Y3 120 X 38 3/8 S.C.0 I. A„SD.LF LJ.K1 IJJ(.l a t X ! B.C.D.A,t A.?.C.D.E.F C J.K : K 8020 72 X 24 w 6030 72 X 36 C.0 C.O.E LJ IJJ(.L s C.0 9.CD,£ IJXL IJ;K.L 7020 84 % 24 7030 B4 X 36 B,C.0 r i.C.O.E IJJLL I, J.K., 7040 a 4 B.C... B.C.O.E IJJ(1 IJX.L 96 X 24 Lt a._. .- 8040 96 X B.C.0 E B.CD.E u:..L LJ.K,L 44B.0 ^,E S.CDE.F IJX., G M / x , 9020 100 X 24 0.6 J IJ.K,L 9030 106 X 36 B.C.:.E I B,CD.E1J.x.tIJ.K,L B1C. C= A.S.0 E.F 1 10020 120 % 24 LJ IJ.K.L 10030 120 X 36 B.C.: s A.E.CD = F IJA.L IJ,K,L 10040 120 X 48 B.C.C.-- A,S,C Q E t I,J,K1BSi . 1) SLIM AS REO'D. AT EAC, INSTA-LATION ANCHOR. MAX. ALLOWASLE Swm STACK TO BE 1/4-. 2) WANDOw FRAME 4ATERIA:.• ALLmmuM ASOT $063, 3) TAPCON INSTALLATION ArCMOR WST SE OF SUFFIC.E•IT LTH. TO ACHAEvE JAL EMBEOWCAT'OF 1-1/4- INTO WLSONRY OR CONCRETE. 4) USE S/UCOMZEDACRr-IC CAULK eE:"wO WINDOW FLANGE AT HEAD & JAUBS. SILL MUST BE ATTACHED TO TINE SUBSTIW.t WITH WLKELI 116 ADMESNE CAUL( OR APPROVED MAI.. HS) USE SIJCONA2ED ACRr_: CAU K FOR PERwr-TER SE& AROUND EXTERIOR OF wmOCw FLANGE. 1 6) IF EXACT WINDOW SIZE Is NOT USTEO IN ANCHOR CHART. USE ANCHOR OUAmTiTT .LSTED WITrI IV£XT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOV. JB7) GLASS THICKNESS LAY vARY Pr iTHE REOUIREMEN S OF AStM E1300 CLASSCHARTS. 8) LETTER OESIG ATIOfb ON THE TAPCON LOCATION C-/IR! INDICATE WHERE UAPCON ANCHORS ARE TO EE INSTAL:ED WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r.OLESNOT DESIGNATED FOP TAPCON ANCHOR SmOuLD BE FILLED Wr, fe STREWS OF SUFFICIE.- LTH. TO PROVIDE YIN. 5/8 IN. EMBEDME+.T INTO WOOD BUCK. 10) APPLOCATION OF VULXEv t IE A-IESrvr CAULK(J ATr<AME SILL UST COMPLW wr.MSEALAN' uANUFAZTUPrP•S RECOLMENDATIOMS. 11) WHERE WINDOW IS V4 A1ED r% mASCNRY OPENING WITH A STRUCTUAL TWO BY BUCK. USE j-0 SCREWS OF SUFFICIENTNGTM TO ACHIEVE 1- 3/8' wN, Eu9EDuEvT AT A., mS"ALLATION FATTENER LOCATIONS. 250. • 4A:=3W. F„%::.. 1i746 FH04 .07 W-0365 FAX .0 SHEATHING CAL+LK BETWEEN BY CTHERS WINDOW FIN a SHEATHING INSTALLATON ANCHOR A$ SCREW STUC'.J" OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING CIYP.) SEE NOTE 7) { MIN TWO By WOOD DMENTf— /- BY OTHERS 1/A' MAX. r SHIM SPACE SHIM AS REWD. SEE NOTES) FIN TYPE WINDOW FRANC HEADER I 1 WINDOW HEIGHT WINDOW HEtGMT WINDOW WIDTH 2s• O.C. MAX. II tr— . 7IYP.) WINDOW WIDTH TWO BY WOOD BY OTHCRS SHIM AS REO'a SEE NOTES) 1/4' MAX. SHIM SPAS: CAULK BETWEEN WINDOW FIN t SHEATHING GLAZING (TYP)J SEE NOTE 7) pERIr.ETERI EOUALLY Er GCAULKlHERS SHEATHING SPACE Sr OTHERS ANE"MS FIN TYPE WINDOW STUCCO ORTYP.) FRAME JAMB SIDING BY INSTALLATION OTHERS ANCHOR B SCREW 8 SECTION B-B IN' EMBED,, j EV O.C. 6 MAX. FIN TYPE MAX. (TYP.) j2TYPJWINDOWFRAME6' MAX. (TYP.) SILL ELEVATION lAEW-EU7ffdM—l`XTtRI0.q MARBLE SILL STOOL By _ OTHERS 4 =• u'.11/s '.j.aF. NOTES- PERUMETER 1) SHIM AS REO'D. ADJACENT TO. EACH INSTA; .ATON ANCHCP. MAX. ALLOw*LE SHIM STACK TO CAULK T T ! ltiT 7}f^^; , . ,tt ``**-- CJJ:I t.+ BE 1/4% By OTHERS StGi:.„ iB/Di} ALLOY W63. 2) WINDOW FRAME MATERIAL EE OF SUFFCSmTT3) TMON ANCHOR MUST TO EMBEDMENT OF t' Ej•%RuDcR Lim. A:MiEV% MIN. INTO WOOD FRAME MEMBER. srum7 % A) USE SMLICOm= ACRYLIC CAULK BEHIND WINDOW F;N A' HEAD. SILL t JAMBS. CONIZED ACRYLIC CAULK FOR PERTER SEA. A.ROUND EXTERIOR OF WINDOW FRAME. S) USE SAJIME INSTALLATION I/• .+ (_-, n . _---. SHIMSPACE MAIL 6) CUSS TWKNE t1 SSMAYVARYPERTHEREOENTSOr ASTM E1300 GLASS CKARTS.. ANCHOR RB SCREW 7) INSTALL INSTALLATION FASTENERS AT 6• MAX. FROM COP.`ERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, w'N AsCHCR SPACING AS STAT_D. IS 70.0 PSF FOR STUIZ OR ALL AVAILABLE SIZES UP TO 73' X 71' MIX, SIDING BY OTHERS I SHIM AS REO'D. SEE NOTES) EAU. K WIN> mv " WINDOWi SHEATHING S)EATHING I'MIN( TwoOD REV DESCRIPTION DATE INI I,ITERNATIONAL. FLORIDAEXTRUDERSBYOTHERSEMBEDMENTSANFORD, FLO SECTION. A —A TITLE: INSTALLATITON DETAIL u/>$ SCREWS LJFTD7 C, T n i !Ir C T L1 II T NMnnI_M _ cro T Cc 11 DRAWN BY: BB APPROVED BY: DATE: 12/ 17/O1 SCALE: N. T . S. Dxc.: FLEX0028 IEPAREA if, KUXtf L APPLICATION ENLIKfRNG_ M.L. 250 INTERNATIDIAAL KWT._ JfiTE 25A_ HrA•.4n. n M-U IP7.A P.~ 57 An-0165 EAX 407 905-0366 S SHEATHING CAULK BETWEEN BY OTHERS WINDOWATMING \ INSTALLATIONANCHORa8SCREW STUCCO OR SIDING IT OTHERS CAULK. LK IV OTHERS GLAZING CTYP.) SE£ NOTE 7) WINDOW HEIGMT PERIMETER CAULK IY OTHERS 1NSTALLATtDIN ANCHOR RB SCaCv STUCCO OR SIDING IT DINERS CAULK ICTWEEMWINDOWFIN $MEA'MINGtSHEATHSHOITOTHERS F TWO BY WOOD HIM .. Br OTMERS 1/#• MAX. SHIM SPACE SHIM AS REO'D. FIN TYPE (SEE MOTES) WINDOW FRAME HEADER WINDOW WIDTH 7' Ot. MAX. ATYP.) II WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL t, MARBLE SILL STOOL BY 24• O.C. OTHERS MAX. (TYP.) 1/#• MAX. j SHIM SPACE SHIM NOSEENOTES) rMlx EMBEDMENT gOiHERSy vtOD SECTION A —A 1/4' MAX. CAULK IETWEEN WINDOW WIDTH SHIM SPACE WINDOW FIN L SHEATHING TWO IV WOOD BY OTHERS SHIM AS SEE NOTES) I GLAZING (TYPJ SEE NOTE 7) rim TYPE WINDOW FRAME JAMB EOuALLY SPACE ANCHORS (TYP.) A 6' MAX. TYP.) 6• MAXXTYP.) JL I• Him. EMBEDMENT f L SHEATHING By OTHERS PERIMETER CAULK INSTALLATION BY OTHERS STUCCO OR ANCHOR 03 SCREW SIDING Br OTHERS SECTION B—B Wi115: T) SHIM AS REO'D. ADJACENT TO EACH INSIN-AAT10N ANCHOR. MAX. ALLOwABLE SHIM STACK TO BE T/AL. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LM TO ACHIM SM. ELIEEDMENT OF T' INTO WOOD FRAME MEMBER. A) USE SILICONIZED ACRYLIC CN(AX BEHIND WINDOW AN AT MEAD. SILL h JAMBS. VATIQN 5) USE SKICONIZED ACRYLC CAULK FOR P£RIMET£a SEAL AROUND VIEW M x R10R EXTERIOR OF WINDOW FRAME. 6) GLASS T"CKNESS MAY vARY PER THE REOUNREMENTS OF AST" E1300 GLASS CHARTS. 1) INSTALL INSTALLATION FATES HERS AT 6' MAX. FROM CGRNCRS AND MAX. 14 O.C. DESIGN PRESSUR_.CAPACITY OF INSTALLATIONS w, ANCrDR SPACING AS STATED. IS 70.0 PSF f"' `- : ` FOR ALL AVAI A?LE SIZES UP TO 119" X 49 5/8• MAX- fAs - A.S'i'. ## / RE DESCRIP7M7/01 DA EXTRUDERS ivTERNAztoNAL, INC SANFORD. FLORIDA MILE:TALLATION DETA!L v/ x8 SCREWS HORZ. SLIDING VINDOW XGX CONFIGLRATION— SERIES 1000 BB APPROVED BY: ISCALE: N. T. S. DWG.: FLEX0029 RE ABED Br: NIDDUCT L AP_ICATION ENWNLERIHG. 1w. 2w INTERNATLONAL Kw_ S01E 250. HEATMR'Jv. %DRIDA 327N4 .ONE NOr K5-0745 EAl N07 R:5-0)65 ONE BY WOOD CONCRETE OR TAPCON OCAiION CHART CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR BUCK Br OTHERS MASONRY OPENING MASONRY OPENING BUCK L MAST. OPENING 3i16' D1A. TAP[ON 8r OTHERS CALL TIP TO LOW I 1N Ht,a CATIONSOIN JAMS IT DINERS By OTHERS rI,a• MIN DOAS: NSF Mx WIDTH) j [h7E01cH1 SIZE TIP TO TO TO TO TO TO ONE BY WOOD 114• SHIN I ^ 7 BUCK By OTHERS SPACE Max. IM2 26 1/2 X 26 C C C G.M GM CA p 1-Ua• MIN, FLANGE TYPE 1.3 26 1/2 X 38 3/8 C C C CA CA CA CAULK BETWEEN EMBEDMENT WINDOW FRAME SM:M AS REO•D. INA 26 in 50 5/8 C C C G.H GA G;M,I,I WINDOW FLANGE 4 IAMB (SEE MOTES) I.-S 26 1/2 X 56 1/a C C C Gm CA CAJ.J L W000 "—f iN$'ALLAiION ANCHOR INS 26, 1/2 X 63 C C C GA C,HJJ GA.0 i 1N6 26 X! 2 % 72 t C I C G„ GGo GN„.J 3/16' D1A TAPCON v22 371/a• SniN 23 37 X 38 3/6 C C C G. G.P SPACE NAx.. G.H a 7 x SD 5/I C C C G. cJHJ.J GCJJRIGIDVINYL ?a5 37 X Sb t/a C C C GAJ.J Cn,IJCtA2?nG BEAD 25 37 x 63 C C C G'M G HJJ C'nJJ GLASS (TTP.) 2s 37 it 72X C C C GNTi,J C.HJJ E.F.G,,J.JSEENOTES) . 33 53+1/t X 38 5/8 C B.c B.0 GH Gn CGAJjA'Ija531!6 X SO S/6 C D.0 ?,t C H C NJ.J GMJJ Stucco 345 53 1/3 X 561/4 C 8,C B.0 GMJJ GMJJ By OTHERS 35 53 VAX 63 C B.0 E.0 G HJJ GJ1J.J E iCnJ.J SHIM AS REDID.6 / X 7 C B.0 Et GJHJJ EF,GJI,I,J EFG.n.0 PERIMETER (SEE NOTES) 022 1CAULxBETWEENC237. x 38 3/6 B.0 8,C I A3,C.0 C.N CJLJ G"li to CA. CAULK B.II WINDOW FLANGE D2S 7a x 50 5/e B.c B.0 A.3." C.nJJ GMJJ E.F,G.HJJBrOTHERSLWOODBUCKo0245 / VA. (BUCK a 7a X 56 t a B.0 B.0 A,C.0 GMJJ E.F,GJIJJ E.F,G.14FLANGETYPEHdIGHT) tViNDOW 025 7a x 43 B.0 B.0 A3.C.0 GJ+JJ [f.G nJJ EF.c.-JJ EIGHT) WINDOW FRAME PERIMETER 74 x 72 B c B.0 A,S.G.D G.MJ.J E.F,GJIJ.J E.F.G.nJ.J• HEADER CAULK STUCCO 24 X 24 GLASS (TIP.) By OTHERS By OTHERS I .MU30M 24 X 36 C C C CA CA G.M SEE NOTES) 20MAOM 24 x 48 C C C GA CA C.n 204"BM 24 X 54 C C C C.N CM GJ JJ WINDOW V1DtH) CAL% BETYCEN 20MWM 24 X 60 C C C G I CA GnJJ SECTION B—B "00' K"" ` ' X' t t t GM GHI,, - 4NVY. OPENING 30M20M 6 x s A ,n NOTES: By OTHERS 3OU30M 36 x 36 C C C GA G,N cJ+ RIGID VINYL 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR, MAX.. ALLOWABLE SOMaOM 3E % 48 C C C G.N G.NJJ ' GMJJ GLAZING HEAD 3OM46M 36 % Ss C C C CA G,HJJ GAJJ TYP.) SHIM STACK TO BE 1/6•. 3OM50M 36 It 60 C C C CA G,NJJ GJLLJ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY W63. 30M6OM 36 x 72 C C C GMJJ GMJJ E.F.CA u 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM, TO ACHIM MIN. V. PERIMETER FLANGE TYPE EMBEDMENT OF 1 1/A- INTO MASONRY OR CONCRE'E. 40W30M 48 X 36 C C B.0 CA GA GnJJ CALK vinDOw cRAME a) USE SILCONI2ED ACRYut CAULK BEHIND WINDOW FLANGE AT HEAD 6: 40M OM as X 48 C C B,C CA G,NJJ Ali Dr OTTERS - SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH Miam 4OM46M a8 X Sa C c 8.0 CA GMJJ Om.0 Iis ACHEsAF CAUL( OR APPROvED EOVAL sOMSOM 48 % 60 C C SIC GMJJ CAJJ Ej,GM,u S) USE SILICONIZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND 40LIMM AH X 72 C C B.0 Cm JJ E.F CA 1 J n 1 ExTERHOR OF WtNDOw FLANGE. A M a. n A 1• 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE s6M3O1I 54 x 36 C B.0 B.0 GJH G.n GJHJJ Q a6M60M 54 X 48 C B.0 B.0 Gil GNJ.J CJHJJANCHOROUANTITYLISTEDWITHNEXTLARGERSIZE. FOP THE 46M46M 54 X 54 C B.0 3.0 GNJA CAJ J E.FDJI.IJ APPROPRIATE DESIGN PRESSURE REO•D• 46M50M 54 X 60 C B.C. S.0 GMJJ GJ1J.J E.F,CJHJ.J 7) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF AStM E1300 a 54 TI 7 t t E.0 H I F I F CLASCAULKBEtVEENQQ X a G,N CA A. 1 WINDOW FLANGE 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART *dDKAtE MU30M 60 X 36 C B.c B.0 G:n GJI CJ1JJ WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE SOM40M 60 X 48 C B.0 B.0 CA GMJJ GAJJ L PRECAST ML Q EXTERIOR ELEVATION AS A KEY. SOM46U 6C x Sa C B.0 5.0 C r,J.J GJ4.J E,F.GJHJ.J v/vVE C LK PRECAST SILL SECTION A -A 9) All FACTORY APPLIED NOTES Not oEs+cNAtEO FOR TAata+ ANCHOR sDMsDM 60 X 6o C 8.0 E.0 GMJJ GGA E,FG.n,1J ADHESIVE CAULK By OTHERS SHOULD Sr.FILLED WITH /8 SCREWS OF SUFFICIENT L"H. TO PROVIDE Somsom 60 x 72 C B.0 B.0 G.HJ.J . EF.G. H IJ E!.C.MJ.J OR APROvEfl £OL. M oo . M C. MIN. 5/3 INEMBEDMENT INTO WOOD BUCK, S6i30i 66 X 36 8.0 B.0 A.3.0 : GJ+ G. GMJJ 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST 5sua0M 66 X 46 B.0 ' C A-2.0 3 GA GA" G.HJ,J COMPLY WITH SEALANT MANUFACTURER'S RECOmmENDA zONS, S6Ma6y 66 x 54 B..c 8.0 A,B.0 C G M,IJ CAJ.J EYAHJJ A1 ;) ONE ADwo;AL FIELD OP..LED h INSTALLED ANCHOP IS REO'D. IN SSuwM 66 X 60 E.0 B cA,3.0 : G H.0 E.F.CAJ.J E.F,G ruJ A B C D EACH JAMB ON THE FOLLOWING SIZES -025' (73 7 62). -D26' 65 X 72 E c B,C A.B.C._ GMJJ E.F.eJUJ E.F'G.N.u• 73 X 71).-56M6OM- (55 X 71). 6:-SQM6OM- (71 .X71). PLACE J e.- . .n H ANCHOR BETWEEN ANCHORS C AND I' AND BETWEEN ANCHORS 'N 60M30M 72 %36 2.0 H.c A.3.C,: G!H C.n GJVJ 6OJ40M 72 % AB B.0 B.0A.B.c,e CA GMJJ G `1JJ E / AND .i OVEP 55 PSF ONLY. 60M46w 72 x 5- 8: B.0 A.B.C.: G .0 G,MJ,J E G.tw 12) WHERE WINDOW IS INSTALLED IN WSONR`.' OPENING Wfin A STRUCTUAL M,.yJ 72 X 6C ! c B.0 A,'e.C.: G:NJJ E.F,GJIJJ E F,; n,LJ F TWO BY WOOD BUCK. USE /tO SCREWS G- SUF;IC+E)/t LENGTH TO 72 x 72 ° r G A,a.C,: C.N I J E.F C!+.1.J F H W H / JCHueJE 1-3/8' MIN. EMBEDMENT AT ALL INSTALLATION FASTENER ADD: IDNAL AN_ TORS RE'D. S=E MUTE it G ' LOCATIONS. ON SIZES NOTED IN NOTE (11 ADD A 310 SCREW H ANCHOR To EACH JAMB FOP NOTED DESIGN PRESSURES. INTERNATIONAL, INC. FLORIDAEXTRUDERScpMFORD, FLORIDA BBCEUt.AI, F'LC ::A , y•`..IHa J TTTTE: INSTALLATION DETAIL_ u/ TAPCONS I _ f HORZ. SLIDING- FLANG_ WINDOu — SEP.IES 1000 A E L E VATI O N 4A'ljBii J uRnwrl ar: B B APPP.OYED 13Y: VIEWED FROM EXTERIOR ..aL u DATE:10/23/01 SCALE: NTS DWG.: FLEX00'O pYtpAPr>! 2r. pp.DA/_7 t aPpitCATIDM LWGiNL:k:W:.. 250 )NmF.A•!^JNL Pawl- SITE ZW. K41-43s FL_4:2A 327a6 PoCn6 •:7 605.0255 raa •27 205-03i5 y CAULK BETWEEN ONE BT WOOD CONCRETE OR WOOD DUCK L DUCK BY OTHER $ r; ASrYOPENING NASY.OPEMING YERS DY OTHERS CAULK BETWEEN WINDOWFLANGE ' {n L WWI) SACK 1-t/4• MIN e L 4 EMBEDMENT stucco J BY OTHERS PERIMETER CAULK BY OTHERS RIGID VD(rt GLAZING BEAD TYPJ IHSTALLATtON ANCHOR 3/ 16, DU. TAPCON SHIN AS RED'D: V4• MAK. SEENOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) D. V. ,-1/4' DUCK WIDTH) jCNeED INSTALLATION ANCHOR I ONEITWOOD3/16' DIA. TAPCOM D BUCK 31 OTHERS BY SHIM AS RCO'D RIGID VINYL EE NMAX. GLAZING BfAD ( S-E OTES) pJ GLAS TYP. XSEE NOT<S)S —\ I l IY Ai i OMIN ENT aFLANGE TAPE — WINDOW FRAME , JAND CAULKBETVCEN v WINDOW FLANGEPERIMETERtWOODBUCKCAULKBYOTHERS W.V. WINDOWWIDTH) R.N. BUCK HEIGHT) CAULK KTWEEN WINDOW FLANGE L PRECAST SILL V/ WLKEH 116 EVE SECTION B-8 CAtIUC. ORAPRv,D. V•AEOL. FLANGE TYPE PERIMETER WINDOW FRAME CALLK SILL BY OTHERS CAULK BETWEEN WOOD SUCK L MAST. OPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS W.W. 4' PRECAST SILL a DY OTHERS FA A . CSECTION A- A4• 1AS REO' O. AT EACHMST -TON AMCHOR. MAX. ALLOWABLE D E N SHIM STACK TO BE 1/4-. 2) LFRAME CAT£ RML ALUMINUM ALLOY 6063. OWAL 3) RISTA(LA7DN AINp40RMUSTBEOF SUFFICIENT lin. TO ACHIEVE Mft EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SIUCOMIZED ACRYUC CAUL( BEHIND WINDOW r1ANGE AT HEAD 6:.IAMBS. SILL MUST BE ATTACHED TO THE SLBSTW-E WHIN J B K B O 1a)L(EM Ila ADNESAIE CAULK OR APPROvE-O EQUAL y 5) USE SRICOMZW ACRYLC CAULK FOR PERIMEMR SEAL AROUND W.H. f EXTERIOR O: WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE Aa ANCHOR OUANDTY LISTED WAIN NEXT LARGER Su FOR THE / APPROPRIATE DESIGN PRESSURE REO' D. / ` t{• _ 7) GLASS IM CKNESS MAY VARY PER THE REOU,R£1AENTS OF ASTM ` ELETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDXiLtE }{ a) I WIRE TAKENANCHORS ARE TO BE INSTALLED VMEN USING tME •C O C h7 9) ALL r APPLIED HOLES NOTDESIDHATED FOR TAPCON ' ANCNOR.SMO,X.D BE.:FlLED WITH /8 SCREWS OF SUr:K1ENT LTn. A TO PROVft MIN. 5/ 3 IN. EMBEDMENT INTO WOOD B UCX- A 10) FLOMDAEXTRUDERS tOOO SERIES SINGLE HUNG K SHOWN. THIS PANT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 2000 ELEVATIONSEWS SME H UNGS. T1) WHERE WIDDM K WALLED W MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF SvFnCIENT LENGTH TO ACMIEIIE1-3/0- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. REPMIED e": PRODUM A AF t)U TCH TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE' 30.v TO 40.s 41P5F TO 7OPSr 300V TO 40PV 4THv TO 7.*v 12 t6 1/3 X 25 B B r.G F.G 13 t6 ,/e A, 37 3/6 B 8 F.G F.G X 49 s/6 g a r.c r.G 145 1s 1/a X ss 1/4 a B r.G F,G 15IS 1/3 X 92 9 B r.G F.G 16 10 t/e X 7t B B r.G FA.MJ 17it ,. F r. G U r IH2 25 1/2 X 25 a B 1M3 25 1/2 X 3, 3/3 B g F.G F.G Ins 25 1/2 X A9 3/e 9 B F.G F.G.HJ1H45 251/2 X is 1/4 B B FG F.cJU IM5 25 1/2 X 62 a B FA r.G,Mj M6 251/2 A 7t g g Fc F.G.HJ 1M SfX 33. 9 g r cJJ, FAJ R 30 1/2 . 26 29 I/2 X 25 9 a 0 r. c F.G 30 ,/2 . 3e3/6. 29 1/2 x 37 3/9 3/e a gFAG F 50 I/2 . 305/6 29 1/2 x 49 1/2 X S5 I/4 a a F.G F.GJ'J 30 T/2a563/4 29 1/2 X 62 a B F.G r.GJIJ 30 ,/2 . 6330 +/2 . 72 29 29 1/2 X71 . a a F.GJNJ F.c.M130 t 2. IM 29 It2 X 63 a a F.GJx F.GJ.K23 36X 25 36 37.3/4 B B F.G F.G 24 36 X49 vsB g B B F,G F.G FG.MJF.GJ+J 245 25 M X551/4 36 X 62 B B F.GJU f.G.MJ 26 36 X 71 B 6 FG.H,I D.EfA tJ7 36 A 63 B a F.GJJ( t 4 2642 + 3e 3/e 41 X 25 at A r 3/ e B B F.0 F.c.MJ42 . 50 5/e 47 X 4! S/e B B B B FG.I+JF.G.") rGAJ 42 . sa ,/442 = 1 4, X ss 1/4 4t : 62 B a A1u O.EJAJ•J 42 = 72 4I x 71 B B rA."i D.E.F.Gri 4 4 4, e3 X a F GK f c.HJJA 4e . 264e . >a 3/e 47 X 25 7 X A 3/ 6 a A.0 A.0 FA F. G.MJ 46 , SO 5/s 47 X 49 5/6 B B A.0 A. 0 FG FG.N.1 F.c.rJ rc.MJ 4e. 56 ,/4 4D = 63 47 : SS 7/4 F.c.MJ D.EfGr0J4a = 72 ii IXI 71 B AC F.0 D.E.F.GrJ 4. 47X 63 r E .. K 32 52 1/5 X 25 B A.0 FA G 34 32 1/8 IXI 2 va B A.0 FAGHJ r,G.nJ F.G.") 345 521/6 X SS 1/4 B A.0 FA.M.1 D.E.FG.HJ 35 62 62 rG. n.1 D.UG>•J 36 S2 ih x B A.C C.G.NJ O.EAGJ+J 37 52 1/e X e3 B C F.GJJ, D.E.F.GJ KJ.x 37 SIZENOT AVAKABLE IN 1000 OR T500 SERIES. NAL. INC FLORIDA EXTRUDERS1SANRF RD FLORIDATITLB:INSTALLATION DETAIL 5L SGL. HUNG FLANGE WINDOWS — SERIES 1000 , 1500 8 2000 DRAWN BY: BB APPROVED BY: W,,aAW,G, w-. 250 WIEAHAI,ONK Pm. Su1E 250. W-.t dpW. FLORID. 32746 PONE A01 005-0365 r" $07 6 5-0366 R CAULK BETWEEN SHEATHING WINDOW FIN i1 Dr OTHERS t1EATXtNKi \ INSTALLATION ANCHOR tB WOAD SCREW STUCCO Br OTHERS WINDOW HEIGHT PERIMETER CAULK By OTHERS GLAZING (TYP.) cSEE NOTES) PERIMETER CAULK By OTHERS 1' MIN EMBEDMENT WINDOW WIDTH 1/4' MAX TWO By MOOD SHIM SPACE By OTHERS TWO BY WOODSKIMASREO'D. SEE NOTES) STUD By OTHERS SHIM AS REffA ++ SEE NOTES) j.T• 1 lFNs itAL A I 7% g ' 1X' EM1B•EDMMINENT jMAX. J (ETS)$MIM SPACE kyLTER F (SEESHEATHINGFINTYPEBYOTMERS WINDOW FRAME HEADER FIN TYPE CAULK BETWEEN WINDOW FINGLAZING IMP.) WINDOW FRAME t SHEATHINGSEENOTES) ` WOW JAMB I V!DTH PERIMETER INSTALLATION AMCKgt t8 WOOD SCREW A By OTHERS STUCCO BY CTMERS s e SECTION B-B zA D.C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS (TTP.) HEIGHT NOTES: LL/A 1) SHAI ASREO'DwA9LE AT EACH INSTALLATION 1 ANCHOR. MAX Ow -fRAAE SHSN SACK TO BE ALLOY 2) mH00W -FRAME MATERIAL• ALweHwuALLOT6063: - 3) INSTALLATION ANCHOR muST BE OF SUFFICIENT LIN. TO ACHIEVE TON. EUBEDNENT.OF PINTO WOOD BUCK. A JL(6' M-) N) USE EAD. SILL ACRYLIC CAUKK BEXRW WINDOW FWTTP1 AT MEAD. $ILL k JAAI?S.S) USE SUCOMIZEO ACRYLIC CAULK FOR PERIMETER SEAL MAX (TYP.) AROUND EXTERIOR OF WNDOw FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED "IN ANCHOR CHART. USE ANCHOR pU %-Y LISTED WRM NEXT LARGER SIZE. FIN TYPC 7) GLASS THICKNESS WAY VARY PER. THE P•EOUIREVEMTS OF ge WINDOW FRAMEELEVATION ASTME1300GIASsCHARTS, L SI IARPLC SILL VIEWED FROM EXTERIOR 6) FLORIDA EXTRUDERS ION SERIES SINGLE HUNG IS SHOWN. By OI THIS PRINT ALSOSERIES APPLIES H G FLORIDA EXTRUDERS 1500 HY OTHERS AND 2000 SERffS SINGLE HUNG vnN00w5. 1NSTALLATI7N ANCHOR to WOOD SCREW STUCCO BY OTHERS CAULK -BETWEEN WMDOW FIN SHEATHING i SHEATHINGBy OTHERS SECTION A - A Tv0 By WOOD 8r OTHERS T_ :: f.• f 1' MIN EMBEDMENT = f I I I 'UAIG: IClIJ/UI ; SCAL.E:N. I. S Il7W(r.:rLLAUUCb W-11 I LIP cl s e.nr.... Aan.r . .es , r.n+.. rw.,wro,Mr. Ifa• PW IMTEIMYTIft— Nevi Su1Tr s r,mim ]2'N6 I--`' 407 905-0365 fAX A07 US-03" 7 CONCRETE ORNASONRTOPENING BY OTHERS ONE BY WOOD DUCK BT OTHERS CAULK BETWEENWINDOWFLANGE L VOCD DUCK STUCCO By OTHERS PCRINETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) vx WINDOWHEIGHT) PERIMETER CAULK if OTHERS a 3/L6—DID. INSTALLATION CAULK BETWEEN WCOD DUCK 6 NAS'r. OPENING BY OTHERS GLASS (rYP), C 1-1/4- MIN. ISLE NOTES) A Er.BEDHEnT SHIN AS RED,D. 1/4* MAX 4T:1^1r SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL A GLAZING BEAD F D.M. DICKHEIGHEIGHT) / B L RIDGEDGLAZINGtD { W.H. FLANGE TYPE WINDOW FRANC q CAULK BETWEEN WINDOW FLANGE 6 PRECAST SILL V/VULKEN 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV•D: EOL. SECTION A -A,,_.... BV. luc, WIDTH) SHIN AS REO'D. I/4' MAX. SEE NOTES) RIDGED VINYL GLAZING DEAD 1 I-vr -IK CONCRETE ORIL.tlE64wt NASLNRY OPENING 1 By OTHER; D INSTALLATION ANCHOR 3n6' Dla tAPCON . v O ONE By WOOD DUCK BY OTHERS IV FLANGE TYPE v WINDOW FRANC CA(JLKvBETWEENVINDOFLANGEPER3 £TER t WOOD DUCK CAV KBY OT.EAS CAULK BETWEEN WOOD DUCK 6 V. V. BTSOTHOPENING WINDOWWIDTH) ERS STUCCO IT OTHERS SECTION E—B 24- O.C. MAIL (TTP) 6- MAX. (TIP) A --*- 1 ELEVATION VIEWED FROM EXTERIOR T 1 N0) ESIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SNIP STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIX TAPCO14 INSTALLATION ANCHORS MUST Be. OF SUFFICIENT. NTH. TO ACM" MIN.. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE, T HEAD k JAMBS. SILL MUST BE W 4) USE SIUCOw2£D ACRYLIC CAULK BEHIND W%NWW FLANGEA. APPRW£D £DUAL. . ATTACHED TOTHESUBSTRATEWITHLKEMIliADHESVECAULKORS) USESILICONNZEDACRYLICCAULKFORPCRA#ETER SEA. AROUND EXTERIOR OF w1NDOw FLANGE. 6) IFEXACTwm4N00wSIZEISNOTLISTEDINANCHORCHART. USE ANCHOR OUANTITY LISTED HINT" NEXT LARGERSIZE. FOR THE APPROPRIATE DES;GN PRESSURE AEO'D. 7) GLASSTHICKNESSMAYVARYp:R THE REOUREMENTS OF ASTM E1300 CLASS CHARTS.. 6) wHERESPACINGBETw£EM TAPCON AdCHORS EXCEEDS 24 IN. D.C... ItSCREWS OF SUFFICIENT LTA. TOPROVIDELAN. 5/0 IN.. EMBEDMENT Oro WOOD SUCK SHOULD BE INSTALLED. FLORIDA EXTRUDERSTOOCSERIESFIXEDWMDOw15SHOWN. THUS PRwT ALSO APPLIES 70 THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. ... 10) SEEBACKOFTNISSHY, FOR WSTL'N ANCHOR REOUIREMENTS. 11) APPLICATIONOFVULKEM116ADHESIVECAULKATFRAMESILLMUSTCOMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) W-ERE ww00w IS IMIALLED IN MASONRY OPEwNG *- A STRUCTUAL TWO BY WOOD BUCK. USE 010 SCREwS.OF SuMLI£aT LENGTH TO ACHIEVE 1-3/8- MLA. EMBEDMENT. 13) M/ INDOw iJN1T5 CAN To B£• !w.ULLEO TOOTHE. UNITS USING ALUMONUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. FLORIDA EXTRUDERS INTERNATIONAL. O. RIDS TrrLE: !NSTALLATION DETAIL V/ ONE BY BUCK FIXED FLANGE WINDOW -SERIES 1000 & 2000 I. *TnA DRAWN BY. BB APPROVED BY: Z' DATE: t0/2Z/01 ISCALE:NTS BWG.:FL.ExoO(e SsCET I O: ? MEPAIKD lt: PA00uCT 7(pOgAOOT COD.. 250 X/1EAHIITKY4AL MIri, SIKIE 250..fATNROW, FLOINOA 32746 PHONE 407 /OS-0365 LAX 407 SCS-:346 M. SHEATHING 8Y OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR s8 SCREW EXTERIOR OTHESHRSRS — PERIMETER / CAULK — 8Y OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK HT OTHERS INSTALLATION ANCHOR s8 WOOD SCREW ExTER10R FINISH 21 OTHERS I GLAZING SEE NOTE 6) I' KINIBEDMENT WOOD FRAMING F8r OTHERS ANTRAL FLORIDA g•p•A.F. SHIN AS REO'D. sEE NOTES) G AC'TU N • U LI F # j /4 SPAY. GLAZING SEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN WINDOW FIN I•MIN. EN3EDMEN; L SHEATHING SHEATHING BY OTHERS SECTION A -A FIN TYPE WINDCW FRAME SHIM AS REO'D. I/4' MAX. SEE NOTES) WOOD FRAMING BUCK By OTHERS HEIGHT EXTERIOR FIN TYPE , WINDOW FRAME A -+-I ELEVATION VIEWED FROM EXTERIOR 1 2V ARM BY: PROWV XC MOL0( WINDOW WIDTH Smu SPACE MAX. SPACE n v0GD FRAMING By OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR s? SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISHPERIMETER CAULK HT OTHERS 8Y OTHERS NOTES, I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHOA. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2).WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST EE OF SUFFICIENT R.ENGHT TO ACHIEVE WIN. EMBEDMENT OF 1' INTO WOOD FRAME. 4) USE0 ACRYLIC CAULK FOR PEfftk-TEREEXTERIORSEALAROUNDOFw1NDOWFRAME. 5) USE Sg1CONIZED ACRYLIC CAXX BEHIND WINDOW FB4. 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 CLASS CHARTS. SNCLE OLAZNG 6 SHOWN. INSULATING CLASS -ALSO OUALIRIEO. 7) FLORIOA EXTRUDERS 20DO SERIES FIXED PICTURE WINDOW IS SHOWN. THIS. PRINT ALSO APPLIES TO T THE FLORIN EXTRUDERS 15Oo AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' D.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WIl'- ANCHOR SPACING AS STATED. 6 70.0 PSF FOR ALL AvA4A&E SIZES LIP TO 73' x 71' OR 63' X 95" OR 119' X 37-3/9- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TURIE MULLION- SEE MULLION . INSTAL,-ATION SHEETS FOR REOREMENTS, DATE: I / I J/UG CORP.. 250 MERNATKINk PKWY. SJOE 250. S.IDWfG.: FLEM 327.6 PHONE 407 805-0365 U CAULK BETWEEN WINDOW FLANGE t vOOD BUCK CONCRETE GR NASDMIT OPENING BY OTHERS exIC01:0p. FIRM" by pT.YRi PERDiTER CAULK IT OTHERS WINDOW FRAME MEAD EXTERIOR WINDOW FRAME -1 SILL PERIMETER CA..'LK By OTHERS EXTERMA FINISH — By OTHERS CAW" BETWC£N WNWOW FLANGE t WOOD BUCX CA{(K BETWEEN WWI MUCK t 11ASONRT DWENING By OTHERS CAULK BETWEEN WOOD BUCK t MASONRY CPCNING BY OTHERS ONE BT WGGD BUCK by OTHERS 114STALLATION ANCHOR 3/16' MIA. TAPCON MIN. Q: CMBCDMENT SHIM SPACE SHIN AS REO'D NS£t NOTES) GLAZING (TYP. SEE NOTES) 4 CDNCR£TE DR 14ASMAT IT G•MERS SECTION A -A W11) SHIM AS REO'D AT EACH INVALLATMON ANCHOR WITH LOAD SCARING SHIM. MAX. ALLDwABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALuMwUM ALLOY 6063. 3) 3/16• OW TAPCON wSTALLATON ANY_NOR MUST 6E OF SUFFICIENT LTM. TO ACHIEWE Mw. EMBEDMENT OF 1- 1/4- INTO MASONRY OR CONCRETE.. PLACE TAPCON ANCHORS 6• FROM CORNERS & 24- O. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHCRS SHOULD BE FILLED WITH /6 SCREWS OF SuFF1c,ENT Lin. TO PROvOE wN. 6/6 ON. EMBEDMENT INTO WOOD BUCK. a) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE /10 SCREWS OF SUFFICIENT LENCTM TO ACHIEVE 1-3/8• Mw. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE S"ONIZED ACRYLIC CA" BEHIND Ww00W P.ANGE AT MEAD. SILL JAMBS. 6) USE SNUCOwZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLAWS, 7) CLASS THICKNESS MAY WARY PER THE REOIRREMEN-S OF ASTM E1300 GLASS. CHARTS. SINGE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OuALIF1ED. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTMIERS. BUILD DOwN MUSE BE OF SurFIECIENT S'RENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE S'.RUCTURE. INDOW9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WSHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS S Ow COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THISPRODUCTTOTMESETWOCONFIGURATIONS. TH.1SSHEET APPLIES TO ALL CONFGURATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER F'ar-OWINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. WwDOw WIDTH A INSTALLATIEPI ANCHOR 3/16' DIA. TAPCON WINDOW' HEKx/ t SHIM AS REO'D SEC NOTES) / B B . I F A I r L 1/4- MAX. EXTERIOR ELEVATION SHIM SPACE QCMBEDMEW W+"--j ONEDrWOODMAW' F L • , / J` BUCK !r OTHERS _ yyy "`MOM SHIM AS REO'D cSEE NGT£S) WINDOW FRAME JAMB GLAZING CT TVSEE HIVES) 1- 1/A' MIN. EMBEDMENT 1/ 4' MAX —••1 L.r-. SHIM SPACE ONE By WOOD BUCK BY GTMERS INiTALLATIOP4 ANCHOR 9 _ / 3/16' DIA. TAPCON PERIMETER CAULK By OTHERS / TERXR FImSN J IT OTHERS WINDOW WIDTH CAULK BETVECN H S YBUCK t HASOPENINGOf OTHERS CAULF BEEEN TWIIVINBOvFLANGEt vDGD BUCK CONCRETE OR MASONRY OPENING BY DINERS SECTION 8- WINDOW WIDTH A A EXTERIOR ELEVATION FLORIDA EXTRUDERS 's HORDFLL, INC ORIDA TITLEFLANGE INSTALLATION DETAIL CONCRETE M+ ADER V/1 BY BLCK pww3 M HAC)uC11Ko.&=, K?•. fN I• c—n*.% R.H. LT.K ra C.I.•. MINIM MI. HOF .HIM O ff Ir .Xr smv ONE by BUCK If 01HERS FLAMM & SIEATHItG PLYWOOI IT CTMERS T:HR F7WSHIOTHERSrOTHERSPCP: MC7CR CAULK' IT OTHERS WDtOOV FRANC HEAD WINDOW MEOWExTE?iOR V: NDOV FRAM;._ S: LL PE: D{TER CAd K IT OtMERS Ex• EAW — FI% ISM IT CTHERS SHIM AC PEO'D SEE KTES) GLAZING ( TTP. - SEE NOTES) SHIM AS REO'D SEE NOTES) 1NSTALLAT: DN ANCHOR x: G SCREW WILD DOWN IT OTHERS O SILL.) Mt) Skim AS P.EO'O. AT EACH INSTALLATION AMCHOR WIT" LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME mCPtLAL' AL'1MWUM ALLCY 6063. rf- 3/,. MIN 3) TAPCON INSTALLATION ANCHORS AT Sri MUST BE OF SuFF0ENT LTH. TO ACwEi£ 1 EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRE - /10 INSTALLATION SCREWS AT H£AO k JAMBS MUST BE OF SWAC:Dd LEMP14 TO ACM" 1-3/6' MIN. EMBEDMENT INTO WOOD FRAMING AND 3UR.0 DOWN WHERE REQUIRED. I( StALL/(T10N ANCwAS & SCREWS TO BE PLACED 6 IN. FROM CORNERS k 2• IN. O. C. MAX. ' USE SUCONZED ACArX CAULK EENwO wINOOw FLANGE AT HEAD. SILL k JAMBS. S) USE SILICONIZED ACRYLIC CAULK FOR PERMETER SEAL AROUNQ EXTERIOR OF WINDOW FLANGE. MAK. 6) CaSS THtCKMESS MAY VARY PER THE RE"EMENTS OF ASTM WOO CLASS SHOW SPACE CHARTS. SINGLE GLAZING IS SHOWN. wSutATwG GLASS IS ALSO OVAUFtED. 7) BUILD DOWN AROUND CUMED PORTION OF WINDOW FRAME TO 3E ,ENGW-ERED BY OTHERS. PALO DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELT TRANSFER LOAD FROM Wu400W TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES OES00 Wwaw SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUMRS 1750 SERIES h 2000 SVftm I) ELiVATtONS SHOW COMMON COWtGuRAT*O & IT IS 840T INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO COTS4AACWNS THIS St(EET APPLIES TO ALL COMI'" IRATIONS THAT CAN 6E MANUFACTURED FROM THE.1000, 1750. 3 2000 SERIES DESIGNER FIXED 1r.MDOwFRAMI C SYSTEMS. 10) wzmOOw WIT CAN ALSO 3E MLRIED TO OTHER LAWS USIC ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. Buds ME4HT I/•- MAX. Swu S•'--_£ EXTERIOR ELEVA710 CAULK KTVCEN d WOMWFLAMMQ 0)4 by WOODI(CK . : /Y T Y i L, E,( /..- "XEN72.(4L Fll...ID'i B. 0. 4. F. CAW( Iirv1EN+ 7 y+D WOOD }mot PC ... raAtaA+,Acrm1,>p HASOTHEOPENlNuONEiTWODDTOTHERSDUCK- Dr OTHERS CONCRETE OR SF1' TIONA —A FIM HAS1.{ . DNSTAMLATION ANC1fRITATIE4S 3/16• :14 ,•PEON r^0 r •• H i [. ! LJPi DUCK WIDTH TWO !Y MAKING IY OTHERS SHIN AS P.EL'DSEE NOTES) 9 1- 3/ 6" MIN. EMBEDMENT T/ A' MAX. SHIN SPACE CAULK FIVE., TWO IT DIRK• t .CONCRETE IT DTnCRi INS7ALL&71CN ANC 0 SCR E. W:Nmv FRAME X I CAULK HIVE!N JAHI . WINDOW FLANGE GLAZING (TTP. SEE NOTES) d Q COMCRCTC OR PERIMETER CAULK r.ASWT ITCTHCRS IT OTHERSWINDOWWIDTH EXTER:CP• FINISH. SECTION B- B IY OTHERS WINK," WIDTH A I ME4HT A. - t—: F'xTEFIC E' EVATION mac, nw:• .• n....a+...-.a an. wa to a.aANv, qo)n. r. a ap( .at NN:uM: Y.. r+ qAL SHEATHING IT C:MERS IB }STALLATtOM, ANCHDR SCREW (T Extc*to* fINlSH— IT 01MCRS PERIMETER CAULK BY OTHERS FIN. FRAME MCAICR f0M60VlEWO CxTERIOR PCRIMETER CAULK IT OTHERS 4 EXTERIOR FVdSM- IT OTHERS IB Mt*j-LATIDN ANCHOR SCREW, tTYP.) i By OtIERs MIN. CAULK BEHIND FIN Iv0 IT NItD DOvN BY OTHERS SHIM AS READ. SEE NOTES) WN• MALSPACE GLAZING Clip. SEE NOTES) FIN FRAME SILL SHIN AS REO'A - SEE NOTES) / UN' MAC SMiM TPACE NOTES1) SMAM AS REOT). V44CCNI TO EACH INSTALLAWto ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOwAtE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE S"ONZED ACRYLIC CAULK BEHIND WINDOW FA AT HEAD. SILL AL JAMBS A) USE SR,ICOPKIED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WIMOOW FRAME. S) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM MOD CLASS CHARTS. SINGLE CuA-1IN4 IS SHOWN. INSULAtING GLASS IS ALSO OUALIFIED. 6) SCREW ANCHORS AT HEAD. -SILL k ,LAM-'S SHOULD BE !B SCREWS OF SUFFICIENT LIN. TO PROVIDE MIN. 1 IN. &AN.. EMBEDMENT INTO WOOD FRAME. PLACE /B SCREW ANCHORS 6' FROM CORNERS AND 24' O.C. MAX.. 7) HEDom AM" CURAD PIRTON Of WINDOW FRAME TO BENGINEERED 8r OTHERS. BUILD DOWN MUST BE OF SIIFFCE STRENGTH TO ADEOUATEL TRANSFER LOAD FROM WRIDQW TO INC STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1730 SERIES k, 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THISPRODUCTTOTIESETWOCONFKIUN.TONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, k 2000. SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOLRREMENTS. I I I TWO IT FRAMING EXTERIOR ELEVATION IT OIMERS CAULK BEHIND FIN t; rift low, rxDMT, I III""' SECTION A -A r I L- UN• MAT. A? INSTALLATION 2M SPACE AMCMOR SCREW (iff.) SHIM AS RED'U. TWO If FRAMING97 1DLERSSEENOTES) CAULX BEHIND FIN FIN FRAME JAMB GLAZING SEE tES)S) NOTESjE.__. EM[ B(M1 SMEATmW, . Br ETHERS EXTERIOR ExtE? diBH FINISH BY 07MERS f- vblwv VIB'M— PERIMETER CALK ST OTHERS SECTION B-B EXTERIOR ELEVATION ATIONAL INC FLORIDAEXTRUDERS'S D. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: B BI APPROVED BY: DATE: 02/14/02 ISCAMNTS DWG.: FLEX0037 Mit. KA M 0.4w I(O..Xm CJ NM RT IJCP. l.A. UK Nv, G4irAM, I'mu WZ M,p( W LN.W1 it Mi a X6 1 0 CONCRETE OR SyIM AS RE'0'D — MASONRr OPENING tSEE rOTLS) BY OTHERS CAULK BETVEEN DOCK I'LANGE i WOOS BUCK CAULK BETWEEN PERiMEYER vDOD BUCK i CAULK BY NAS-Y, OPENING OTHERS BT OTHERS STUCCO - III c8Y• OTHERS V v r INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR as SCREv (TYP. vMERE ONE By WOOD TAP:ONS A<E NOT REO'D.) BUCK BY OTHERS 1 I/4' MN Er.3EDMENT SLIDING GLASS DOOR IRAHIE JAMB 1/4' MAX. t> • SHiM SPACE T F INSTALLATION AMCa8SCREW <TYP. WHERE TAPCONS ARE NOT REO'D-) SLIDING GLASS DOOR IRAME HEAD TEMPERED GLASS (TYP.) DOORHEIGHT SLIDING GLASS IDWRFRAME SILL I7 O EMBEDMENT O A • '. G A 1-1/4' N'N G • O A O LIBERALLY APPLY. CAULKIIG UNDER SILL L jNSTM.LATION ANC)? OR SET SILL IN BED OF CONCRETE 3/16• DIA. TAPCON SECTION A —A ram, _2W... r9 f TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. VIDTH o-'-1/4' MAX. SHIM SPACE 11/s• MIN. EMBEDMENT 1 DHY WOOD i DUCK K8Y OTHERS CAULK BEWEEN c WOOD BUCK t MAS' Y. OPINING BY OTHERS SHIM ASRED'D. i ( SEC NOTES) 4 INSTALLATION ANCHOR 3/I6• DIA. TAPCON CAULK BETWEEN DOOR FLANGE a WOOD B-,CY, CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING By DINERS INS7ALLA7ION ANCHOR CAULK BETWEEN 73/16' DIA. TAPCON ,IF WOOD BUCK L ' MAST. OPENING By OTHERS SLIDING GLASS DOCK \ CAULK BETvEEN max HO K STRIP V013D STRIPBUCK6 I'1/ 4• MIN. EM.EDMEMi ` V Ifp1t{n c ONE HY vOOD BUCK HT OTHERS STUCCO BY DTMCRS lfi'itllZ/ uNRIAMM` B.O.4R•cTMP'RED GLASS SECTION BiJFACTLTRER • F,e.r.. ,A s P V• SLIDING GLASS DOOR INTERLOCK cae SMASTERFILE # ^ _ HOOK STRIP DETAIL A_ -I f) ODOR MATERIAL- ALUMINUM ALLOT 6", 2) TAKMTTPEMIALLATIONANEMQiSMUSTBE Or SLfrICIEMT LtNGTM TO ACMKVC MIK CMSCAMCNT Or 1-I/4• INTO MASONRYOR COYE. .. 73 ALTERMATETAPCONINSTALLATIONACMRSIROMYM alaR M BALL -RAMC MEMaERi ._. A) tAPCON AlCOR Cf w ON twx OF TmIS SHEET. W USC SLX MZES ACRYLIC CAULK S£NINO DOOR TLAWZ AT MEAD a JAMai j EDR PCRL[TER TEAL AROIMD HOR'OOR II' AIS 7) USESILTCDMMOACRIsTLISTEDUSEAMC>Ot OUANTi1'r .LISttD v:TM NCXt T LARGERDOORSt2EISNOTUSATMANO+dR PRESSURE lAR(POETratSIEUSECLOSEROILSIGHPRESSUREREff0. L rORPOCKETSM. S12£S USE CLOSEST S+PASS DCdR SIZE a COiIOifRATtON t0 riMSKO OPENING, PLACETHMCNNi. M FRONT Or PER SME ASSNOUM S 9) OrASTM VATS EIMRTS . TMIE104S2 Mt VARY OT 3 B OCSrREMENTS ALL r AmCVLaR;O fC rkl[O vttM H SCREW' to) ALL ACTORSAPPLIES113MOTOESak5/D FOR TAPCON INTO XJL 0r SUNIT 12APPROVEDI:U ROVIDEMN GLA EM. 9.GT INTO tj OD INS I)4 CAASS. 13) IMIT IsAYSWOttVATSINORJASCALDMALL INS SE EALCL 131 SKIN /SILLCORNERSCAARETODCTEAL.; vI1N A SHALL JOINT A CVA TEALCILf3) 9+MASREff0. AT [A SET Or WStALLA; EON ANCHORS MAX.a ALLOVASI£ SHINSTALK tCK 1/4•. _ 10 ALL INSTALLATION AMC -+ ORS MUST K M % Or CWJW.ION RESISTANT MATERIALS IT) 'uwRC 'X• REPRESENTS MOVMG PANEL AND •ff REPRESENTS r7xo PANEL APOROvCO , A . COiIGURATIONS ARE AS LISTED ON ANCKF CMART ON SACK Or IMIS WET tO ta) )CT ALL COPRA?MkS LISTED ADOVC ARE SHOWN ON THIS DfAIlMG. MOVCVER INSTALLATION EXTERIOR ELEVA%DN SECTIONS - A-A. S Y, t MOOK STRIP DETAIL APPLT TO INSTALLATION Or ALL APPROVE; 2 PANEL DOOR S WN CSTALL TNtOni 37) INAE TAPCON MCAC" AtR Or rACTOR7 APPLIED MSTALU7{ON MOLES UNLESS NOTED 07"CRVISE ON ANC-0 CHART. SEE SACK Or 1MS WET. If) rLwDA £x1RU0ERS Im S£RtEi SLiDIMG LLASS DOOR IS S)OvN bas PR:Ni ALSO APPIIES 10 IM SERIES AND SN'S£ RIEi. UATS:IU/C7/Ut i= LALL: 1Yf-1 IvRu ;: rLLAUfJCI I r..rn r NN-rurr , w vatNYi NYKYNfTILG Y ma m1ra Tif — NKY•- SUITE -A. rCAMpV. rLDR;1. 327.4. 487-amT ms Iu 447-CS-23M i I INSTALLATION ANCHOR DOOR VIDTM/A• MAX. Skim SPACE INSTALLATION ANYHCR SHIM AS KIWI) sa SCRCV TVO BY WOOD RD SCREV 1-i/B NlH BY OTHERS BY GTM1ING tS£E NGTES) By H WOOD HHEE En3ED1EnT By OTHERSBYGTRSCAULKBETVEEN DOOR FLANGE TVO BY WOOD SLIDING GLASS E; L SHEATHING BY OTHERS DOOR F CAULK BETVEEN ooX STRIP L SHEATHING SLIDING GLASS DOOR I —SHIMmax STRIPAsa£aa I/SPX. ACEHIM ?ACE ( SEE NOTES) S I i . INSTALLATION ANCHOR 1-1/6, M.IN. RD SCREV EMBEDMENT EM3EDMENT TEMPERED GLASS STUCCO (TYP.) CAULK BETWEEN OR SIDING DOOR FLANGE BY OTHERS L SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING IT OTHERSCAULKBY TEMPERED GLASS TEMPERED OTHERS STUCCO , ciYP STUCCO OR SIDING GLASS (TYPE OR SIDING - BY OTHERSBYOTHERSSLIDINGGLASSDOOR INTERLOCKDOOR HEIGHT SECTION B-BT, HOOK STRIP DETAIL SLIDING FRAME. stu ni D I, DOOM mTCR1AL, ALUUMT ALLOT 6"2 .,... ._... . . _ ._. 27 AB MSTALLATD3N SCREVS MUST DE Or Urf- -a LtmGTK TO ACHttVC MIN LMKDK MT Of I-I/Bo, INfO WOOA SAPaIN_tiK MStALLATI? ANPGtS AT SILL MIST K OrSIffICICMTLENGTHt0ACMIEVEMMEMREp4: w 1-1/4; MiO wSOWY OR Cc -=If :. .. .._. h INStALLATIOM ANCHQ CMARt ON BAOI Of TMS SHEET. a USE SILKDAIZCD ACRYLIC CAULK KNRND DOOR fLANGC Al HEAD L JANIL37USESILN04ZEDACRYLICCAULKTORPERIMETERSEALA*—'%Pd EXTERIOR Df DOORWfEXACTDOORSIZEISwoLISTEDMANOORCW*T. USt HOOK OYANTttT LISTED WITH NEXTLARGERSIZC, FOR TK APPROPRIATE DESICN PKSSURE JIM - --- . 71 fOR PODcCT DOOR SMS USE. CLOSEST VPASS DOOR SIZ• L CDATIGURATION 10 rMIDED OMCNING PLACE INSTALLATION ANCHORS. M fRONT Or MOM STRIP'AS SHOW ' b GLASS iMOoiESS MAY VARY PER RCOUTREMMIS DY ASIM t13m GLASS CHARTS ' 11 "DOOR Wtt IS APPR(RVCa USMG TEIIMD GLASS IM Sb" OL4K/ OR "AAIMG GLASS- 10) AA / SILL CORNERS ARE TO K SEALED WITH A SMALL -POW. SCAM SCALERND 1U SMN AS REO'/. AT EA SET OG INSTALLATION AMCCHORL MAIL ALLOVASLE SKIN STACK TO _K 1/4'. 127. ALL INSTALLATM AACHZRS MUST K MADE Or C30MIDO RESISTAMT MATERIALS 131 WHERE , REPRESENTS Acvv4 AMEL AND 0' REPRESEN:S FIXt/ PAWL APPROvEDEDKIGLAtAIMMSAREASLISTEDONANCHORCHARTD• BACK Of TMS SMCET. EXTERIOR ELEVATION "' MIT ALL ` '":'t :'omSTRXETA"x A "ToINSTALLATION"A'LLLKA"DtAifOM 1- 1/ 4' MIT CLd1GWtlOHL G • l-I/!' MIN. Hf fLOMDA tctRUOERS f000 StRKS fUObf. GLA:S DOOR IS SHOvn 1H4S RlNt ALSO APPLIES TO2FAfELDGd2 $NpVN .. 2/TO .SERIES. AND SamSERIES. ._ A O • . ..9 .• v REV DESCRIPTION DATE _ INI EXTRUDERS LIBERALLY APPLY F L D R I D A INf. INC SANFORD FL ' CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCIIOR TITLE: SLIDING GLASS DOOROFCONCRETE3/16' DIA. TA?CON. A -A INSTALLATION' "WITH p8 SCREWSSECTION DRAWN BY: BB ; .. ; . " , " APPP.OVED BY: F 1.2MM2 I PATE: 12/17/01 SCALE: N1S PWG /FLEX0027 SN7 1 OF AAnAMD IM Matti L ANL/CA1101 CWAWRWL INC- 217 INICRMATIDAAL ft 7- =I[ LSR. ,cAU/D1/. fLOR;DA. 327.6. A67-RC1-M$ r. N7-90-"" mlt 1000 P.V./DESIGNER SILL ".) I SELF SMS I X a X-1/9 TUBE MULLION wtmww SEALANT I V MA.1M D r8 X 3/4 SELFtiRrSBETWEEN- L MLLLMM 1000 Sx TAPPING SMS HEAD MP-) WINSEALANTFLANGEESS SECTION A —A (1) s NuLLM N r1000 P.V DESIGNER SILL (TTPJ . I s8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 f—YY 1 ITUBE MULLIDN SMART KTVCEN VWDOV FLANGES- L MULLIGN 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ".) FLANGES 3) SECTION A—AVDMV s MULLmN r 1000 P./lEVSUGNER DETVEEMFLANGES1SILL (TYP.) L KA LmMj #8 X 3/4 SELFTEASMS 1/8 TUBE MILLION 68 X 3/4 SELF I= S K TAPPING SMS HEAD (TYP. SECTION A —A (5) I= P.V./DESIGNER SILL (TYP.) N18 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION 1. \-08 X 3/4 SELF 1000 S K TAPPING SINS HEAD CTYPJ SECTION A —A (2) 100C. P.V./DESIGNER SILL NTYP.) 9 X 3/4 SELF TAPPING SMS 1 X27/16 X TUBE MULLION APPUES TO HEAD do SILL WHERE 1' X 4' AiIXp_iear DETAIL do 2' X 4' TUBE MULLIONS ARE USED pL.TE C CM ADDIT1aW. ANMCRS. VNFN ItCWMEDI 0 SHEATHING 10 INSTALLATION ANCHM •8 VDOD SCREV CTYPI) C• EXTERNAL MULLION DVSTA' LATMN CLIP TWO BY VOOD BUCK BY OTHERS 1 i SIGNER 4 SELF NG SMS 2 X 4 X 3/0 TUBE MULLION 9 X 3/4 SELF 1000 S.FL TAPPING SMS HEAD (TYPE 08 X 3/4 SELF TAPPING SMS SECTION A —A (4) Saoo s N HEAD (TYPE . IODD P. YP. V,'DESIGNER SILL CTSECTION A —A (7) 1 X 3/4 SELF TAPPING SMS IAA B'O• IXtX3/8 ( TUBE MLLLIQ TP- 1'A3% y A v . 08 X 3/4 SELF 1000 Sit TAPPING SMS LEAD ( TYPJ SECTION A —A (6) D[ TAfi — KA- LION APPLIES TO MEAD & SILL WHERE V X 2' I' X 2 7/I6I'. 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M8 X 3/4 SELF . 0 SJi TAPPING SMS HEAD CTYPJ SEALANTvvmv BETWEEN RANGES SECTION A —A (1) L MULL.TON IOW P.WJDESIGNER SILL CTYPJ rf8 X 3/4 SELF TAPPING S14S/'I X 2 7/16 X 1/8 TUBE MULLION INSTALLATION ANCHOR 3/16' DIA• TAPCON SCREW ANCHOR CTYPJ EXhRNAL KILLION INSTALLATION CLIP MULLION mm SA, TAPPING SMS HEAD (TYPJ SECTION A —A (2) 1000 P.W DESIGHER 1O0 P.W DESIGNER r SILL CTYPJ SILL C7YP) a ' r N8 X 3/4 SELF 88 X 3/4 SELFTAPPINGSMS1X27/16 X 3/8 TAPPING SMS 112X4X3/8 L 2 1/4' MIN. TUBE MULLION TUBE MULLION EMBEDMENT 1Nt111M&* 6oRiGbt. .iTLPUlaERS t8 X 3/4 SELF VAASTERSEALANT BETWEEN VINDOW pol .1 -1 4 1 & KILLION SS BETWEEN LI8 X 3/4 SELF 1 - '*--' i8 X 3/4 SELF UM S.M. TAPPING SMS 1000.SH TAPPING SMS HEAD CTYPJ HEAD CTYP? SEALANT FBE SECTION A (3) SECTION A —A (4WINDOW) L MULLION 1000 P.W DESIGNER . SEi1LANi BETWEEN SB. L CTYPJ VI/DOW FLANGES 1000 P.W./DESIGNER rSILLCTYPJt8 X 3/4 SELF L SMS 1 X 4 X 1/8 yyyy— j TUBE MV<.LION j # 8 X 3/4 SELF LI1y TAPPINGTAPPINGSMSIX4X3/8 TUBE MILLION M8 X 3/4 SELF 88 X 3/4 SELF TAPPING. SMS ` TAPPING SMS 1000 S.H.`1 5 H9 HEAD CTYPJ HEAD CTYPJ 7SECTION, A—A (6) 8 X 3/4 SELF TAPPING SMS 1000 Sit HEAD CTYPJ SECTION A —A (7) DEIbD. H .. r- A l VIEWED FROM-. EXTERIOR FLORIDA EXTRUDERS no INC TrnZ- SER. 1000/ 1500 FLANGE SHEET 1-OF2 TRIPLE - HORIZONTAL MULLION SECTIONS. SEE OTHER SI11 DE ( SH£ ET`.2 OF 2) ' FOR DES IGN,.. PRESSURE CAPACITIES Dun BY: MSH . 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V kSIGNER r SILLCTYPJr1000 P.V DESIGNER . . i / SILL (TYPJ YI 10 _ WTAII E A I s8 X 3/4 SELF -1000 P.V DESIGNERs8 X3/4 SELF TAPPING SMS TAPPING SMS SILL (TYPJ l 1 IX 2 7/16 X 1/8 1 X 2 7/16 X 8 L_ A TUBE MULLION TUBE MULLION s8 X 3/4 SELF TAPPING SMS X: - 3/ 9 TUBE MILLION L SEALANT FLANGESiWINDOW1/8' MINEMBEDMENItMILLIONJ N - SEALANT BETWEEN VIEWED FROM EXTERIOR VINDOV FLANGE L MULLION DETAIL . APPLIES TO MFAO A SB.L WAM I' X 2' i I' X 2 7/16' TUBE UUUJONS ARE USED s8 X 3/4 SELF 1000 Sil TAPPING SMS s8 X 3/4 SELF 1000_S!i TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION .A — A (3) SE,CCnON A —A (4) A dcR6 solcv D VFNDOV FLANGES v MULLIONILCLB' 1000 P.V DESIGNER _ SEALANT BETWEEN IMP.WJ ESIGNER r SDJ. CTYPJ S r SILL CTYPJ s8 X 3/4 SELF r s8 X 3/4 SELF TAPPING SMS TAPPING SMS X 3/18 TUBE MILLION TUBE MULLION se X 3/4 SELF TAPPM SMS SOOfT S.H. HEAD (TV.) .. SECTION A —A W 1- am, 6_ `-08 X 3/ 4 SELF f0 TAPPING SMS HEAD (TYPJ . EQIQN A —A ( 6) i8 X 3/4 SELF . TAPPING SMS 1000 S.M. SECTION A - A' BEAD (TYPJ FLORIDA EXTRUDERS wmAn" N"'. Ixc NFORD SA, FLORWA SER. i000/ 1,500 FIN SHEET I OF 2 TWIN -HORIZONTAL MULLION SECTIONS- 1: , s it -{ :• may-' ' _ r . SEE OTHER SIDE ( SHEET 2 OF 2) FOR s !DES IGN PRESSURE CAPACITIES Ai1N BY: MSH APPROVED BY: DATE:2/6/02 SCAU: NTS DWG.: 1HMF INTW SEALANT BETWE:iVI.N.DW FLA:vL•_S L Wui I3N I.:t F.u DESI.NER1SILL (TYP ) s8 x 3/4 SELF TAPPING `V"S r:X2X1/8 i\ SE.A:ANT I vIh3CW F! L WULLIG.N 8 X 3/4 SELF 19ri S._ TAPPING SOS S AiANT 1EIV EN 1.1NYry FLAMPS S r CTI ON A —A (1 ) L "JULWIC frIWO P.WJDESiGNER 1 SILL (TYPJ i RS X 2/4 SELF ZAPPING SMS 1 x 2 7/I6 X 1/6 Tiles_ MULLION SEALANT BETWEEN WINDOW FLANGES- L M:A.LI N It8 X 3/4 SELF t000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) V1KWW FLANGES t MyLL1Q' ' Flow P.V./DESIGNER SEALANT BET'F_EN j S.-LL (TYP.) WiNW4 FL S . r9 X 2/4 SELF L 4ULLION TAPPING SMS IX4X1/9 JDL I,J:luli G. P.!.DESIu'NER 'YPX:AL YULJON TO CONCRETE C JA)J8 F-' (APPLIES TO JAMS WHERE I' X 4' I SILL (TYP.) ' k 2' X A' TUeF MUJJO14S A.::E USED) Qi so X 3/4 SELF t TAPPING SMS 1fCONCRETEORMASONRY ,} BY 17THERS X2X3/3, i I 1 i G'+ Ey vnnr D__ . O.A.F. i 'HUB.+( BY OTHERS LVi'TRAL FY'L) d ! iLE VAr=ACTV PRAM- s8 X 3/4 SE.. /tlD4 V , e.+ tC4 SH TAPPING SY.S MIS StCTiOh^" + A —A l2) 1"uG_ P :'DES JtiER ian C: /DESIGriER .. I SILL (IYp) ! DET61Ls P INSTALLATION ANDCR 3/16' 111A TAKON Sr.:Zf'd AN:r?L'Q' ('YPJ EJ( EANALr MULLIONINSTALLA:ION CLIP SILL (TYP.) XE X 3/4 SELF Q " TAPPING SMS -x8 X 3/4 SVr i X 2 7/16 X 3/8 TAPPING SMS TUBE PLrLIM c X 4 X 3/8 —. L I V4' MIN. TL H Nl'LIw: EMBE;i'(ENT SEALANT BETWEEN viNmv FLANGE - L NJ:L/1 N s8 X 3/4 SELF iG00 S.K TAPPING SMS m AD (TYPJ SECTION A —A (Q) I000 P.V./DESIG:NER SILL (. YP.) a8 x 3/4 SELF TAPPING SMS 1 X 4 X 3/8 f9 X 3/4 SELF , #8 X 3/a SELF TAPPING SMS . oW STAPPING SMS1060SA HE.AB (TYPJ HEAD (TYP.) SE T:Oty A- A (5?21 A A_Q 161_. s8 X 3/4 SELF TA°PING SMS L I n S.H. KEAD ('Y?, SECTION A —A (7 KILL ME ELEVATION VIE'NED FROM EXTERIOR TITLE: SER. > .1000/ i.500 fLANGE .,SHHT 1 OF. 2- I ,, i TW IN .HORIZONTAL MULLION SECTIONS LV SSE OTHER J: LL ZJ f'tLC I 2 OF. C) FOR f IDESIGN•PRESSUR'L CAPACITIES DRAWN BY: MSH APFROYED BY. FEB 15 2LAP ; DATE: 2/4/0,2 1 SCALE: N'S DWG.: iHMFLOT'W 1000 P.VJDESIGNER SILL CTYPJ 08 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN VINDOV FLANGES- L MULLION SEALANT, iEtVCEN-1 H \—i8 X 3/4 SELFMUaLI FLANGES \—10OO S.H. ' TAPPING SMS HEAD (TYPJ WINDOW FLANG.Cs I SECTION A —A (.I) - L MULLION 1000 P.V DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION 11 W3 > S- L MULLION 8 -A 3/4 SELF 1000 SA .TAPPING SMS1 HEAD CTYPJ SEALANT BEr*I:EW 3) SECTION A—AWINDOWFLANGES a MULLION P.WDESIGNER SEALANT BETWEENrIONSILLCTYPJVDDWVFLANGES a MILLION 8 X 3/4 SELF TAPPING SMS TUBE MULLION . 8 X 3/4 SELF 1000 SFI TAPPING SMS HEAD CTYPJ^.. SECTION A —A (5) 1000 P.VJDESIGNER AUXKi4gv PLATE APPLIES TO HEAD do SILL WHERE 1' X 4' SILL CTYPJ 4rm ADDITm AL AKKRL wtn Rcamtm & 2' X 4' TUBE MULLIONS ARE USED 0 8 X 3/4 SELF DETAIL TAPPING SMS SHEATHING E O 1x2x3/8 -- TUBE MULLION'u [7 INSTALLATION ANCHOR #8 WOOD O do miSCREW CTYPJ EXTERNAL MULLION DiSTALLATIW [LIP CEN'i'iAL FLORMA B.©.A. '0 BY vooD 8 X 3/4 SELF * p , CK BY OTHER IOD0 S.H. TAPPING SMS. M ACi LTMHEAD. CTYPJ OR/A4 NAME: MULLION SECTION A -A (2) -a trrTC fz r. SILLP.W./ TPDJESIGNER M FII..1^', # 6 ILLS 48 X 3/4 SELF 1000 P.VJDESIGNER MLNGSMSSILLCTYPJ1X27/16 X 3/8 J TUBE MULLION 08 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION SEALANT BETWEEN VINDDV FLANGE — L MILLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (4) 1000 P.W DESIGNER SILL CTYPJ . 8 X 3/4 SELF TAPPING SMS IX4X3/8 TUBE MLULL113N 8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYP.) SECTION A (6) L1 1/8' MIN. EMBEDMENT VIEWED FROM EXTERIOR DETAIL 8 APPLIES TO MEAD k SILL, WHOM I' X 2' I' X 2 7/Ie': TUBE MULLIONS ARE USED T*S TALLATIW .ANOMfe'Wmv SCREW arP.) NORM CLIP X 3/4 SELF TAPPING SMS 000 S.M. SECTION A —A (7) I I HEAD (TYPJ ii1 f/8' NGlI FLORIDA EXTRUDERS sNAzI oSANFORD,.. nFLORmIDAATnu* SER. 1000/ 1500 FIN SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2-OF 2)FOR DESIGN PRESSURE CAPACITIES DRAYN BY: MSH APPROVED W. DATE- 2/6/02 SCAM NTS a>.c i HMFIN I000 P.V./DESIGNER S:'LL (TYP.' r8 v 1/4 SELF TAP?iiG $MS i T,,BE SE&A-% BETWEEN IN•iY FLNwES' t MuLLM—N SEALANT 3:TVEENA ',—.e x 3/a S£L' L Mtn S \ `--1203 , SAL TA?PN'z S.4 r+EAL . (IYF.3 WINDDOvr 8_TWSN SECTION i L MULLi.:9 GGO P.t../DESIGNER SILL (TYP.) i8 X 3/4 SELF TAPPING SMS tX27/15X1/e3rTUBEMILLIaN t t M.tJ`tVtL ee X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALAN" BETWEEN SECTION A —A (31 WINDOW FLANGES a LID.v I000 P.WJDESIGNER SEALANT BETVfiEN SILL (TYP. VIN W FLANGES too X 3/4 SELF L K!LLIGN I TAPPING SMS 1X4X1/e WilL M;LLIUN ' I i<8 X 3/4 SELF TAPPING SMS 1:00 S:i.. . HEAD CTYPJ cFC'i0N A -A .(0 100E P.V./'.lEST.GN£R TYPICAL MULLION TO CONCRErrc 6 .:Ame 1 (% t°PL:£S TO JAMS WHERE S • r A, • `- T i' s:tl c r Y .) ! S 2' X 4' USE MULLJOINS ARE °.!SED; Qt tip X 3/4 SELF f TAP?'1NC- SMS CONCRETE OR MASONRY r BY IIThERS - I f InS'.A:LATICN Atir:i 3/i6' EiAiX2X 'si s TA?CON S.<EW AN,'r.CR :Tr.) T4C._ x LL.7N i 1' ,• EXTERNAL 1U JLLa1+ r BY VQCD_! 1 INSTALLATIC44 CLIP s,, OrpwEeS CENTRU . FLORWA B.O.A.F. --' t '_ TAPPII+! SMSMANUFACTURER . NAMF : ! 1 AD (TYP.) AA? DA F(`TRuDERS I i t SFCT1011' A — A (214gA.STCR 6 r 102C P. W./IxES-M-NER ' SILL (TYP.) ffiT *a xi3/ 4 SELF TAP?ti3 SHS lGOG P.V./D£S!uAiER Y I X 2 7/ 16 X 3/8 F SILL CTYPJ Tu3E KULti H!N. s8 X 314 SELF EMBEDI•ENT TAPP,INu SMS TUBE MULLION SEALANT BET` VEEN VINDOV FLANGE LM3LL IDU L re X 3/ 4 SELF 1000 S.w TAP - PING SMS KAD (TYP") SECTION A — A (4i 1000 P.W./DESIGNER SILL CTYP.) r-N8 X 3/ 4 SE_''F TA=PING SMS 1 X 4 X 3/8 1 1 - TueE i LLlia: 1 A)E X. 3/ 4 SELF TAPPING! SMS ELEVATIk SECTION A —A W NIEYlED FROM EXTERIOR FLORIDA EXTRUDERS RMRNnTTortal., INC SANFORD; FIARIDA rre:SER. 1000/1500 FLANGE SHEET 1 OF 2 HI1R I ZONTAL MULL 1 ON' SEC.TT I GNS SLL 'LtCSIDE l J'iLL % C Uf 2, F LR 0 X 3/4 SELF DESIGN PRESSURE CAPACITIES A?P14G SMS LOCO S.r: HEAD (TYPJ My ! DRAWN BY: SH APPROVED BY: i5 (E' i . LlJD2 DATE:r 4 Os _ SCALE:NTS. DWG.: IHMF1_Ci 5 1000 S.N. 1 X 2 X 1/8 1000 SA 1 X 2 X 3/8 TWO BY WOOD DETAIL CJAMBCTYPJTUBEMULLIONJAMBCTYPJTUBEMULLIONBUCKBYOTHERS k8 X 1/2 SELF 98 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT N it 2 X 4. X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION . INSTALLATION ANCHOR k8 WOOD WINDOW FRAME WINDOW FRAME SCREW CTYPJLMULLMNLMULLION 8 X 1-1/2 SELF k8 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 do SILL WHERE 1' X 4' 1000 S.M. TIME MULLION 1000 S.H. I X 2 7/16 X 3/8 JAMB CTYPJ & 2' X 4' TUBE MULLIONS ARE USED JAMB CTYP.> JAMB (TYP.) TUBE MULLION APPLIES TO HEAD do SILL WHERE 1' X 2' 1' X 2 7/16' TUBE MULLIONS ARE USED 18 X 1/2 SELF 18 X 1/2 SELF 48 X 1/2 SELF TAPPING SMS INSTALLATION AMC" TAPPING SMS TAPPING SMS DETAIL 08 WOOD SCREW TYPJ SILL CLIP SEALANT BETWEEN k8 XA1-1/2SELF WINDOW FLANGES SEALANTBETWEEN BETWCEN TAPPING SMS MULLION NTFRNE FRAME EMBEDMENT a MULLION a MUL.UELF SECTION A —A (7) SMCAT)" —f08X1-1/2 SELF k8 X 1-1/2 SELF . TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (3) SECTION A —A (4) AUXILIARY- PLATE - 1 X 4 X 1/8 1 X 4 X 3/8 .P • CFOR ADDITIONAL. ANCHORS. WHEN REOUIRED> TUBE MULLION TUBE MULLION B• I-ni r/RIDA p p1000S.N. JAMB CTYPJ 1000 S.H. L JAMB (TYPJ e k8 X 1/2 SELF s8 X 1/2 SELFfTAPPINGSMSTAPPINGSMS 1 Ias r sll®1 SEALANT BETWEEN— SEALANT BETWEEN WINDOW FRAME L MULLIONRAME i Mll uam k8 X 1-1/2 SELF-, k8 X.lrl/2 SELF TAPPING SMS TAPPING-SMS SECTION A -A (5) SECTIONA—A (6) 08 SELF TAPPING \ SMS CTYPJ DETAIL B MU.LI J VIEWED FROM ATID( TERIOR FLORIDA EXTRUDERS s AN>•ORD°>I A TMz. SER. 1000/ 1500 FIN SHEET. 1 OF. 2 VERTICAL MULLION SECTIONS 1 SEE OTHER SIDE ( SHEET 2-OF 2) FOR DESIGN PRESSURE CAPACITIES DRAVW BY: MSH I APPROVED BY: DATI-2/ 6/02 SCALE: NTS DITC.: I VMFI N iy Ix2x1/ei000S.N. *000 S.H. JAN!B (TY?.) TUBE MU_LIGN. 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PLIES •- r+EA3 & SILL WHERE 1 X f' Ji ti;Lc t X .LEE AAJ. ous a4E JSEC), 1 DETAP oe X 1/2 SELF TAPI T%aSmS 8 X 1-1/2 SELF, SEALANT 3:TVEEN NILSEALANT BETVEEN TAPPING SMS . VSNDGV FLANGES VIADOV FLANGES L.MULLION a9 x + U MULLIONSECTION A —A (7) TAPPING' SMS DETAIL C SECTION A —A (4 ) i X 4 X 3/6 ' PIL___ 1 TUBE MULLMN jk .0• • I FLO 1 i as I, F q r INST4L•ATION ANCHOR 3/ 16' PIA, TAPCC•NSCRE V ANCWM C TYP.) 1 SILL CLIP Q 13E7 XT EM3ETiN:NT i PRECAST. SILL BY OTHERS L. 1x:L lA;zy p: ATF Cr- tR. ADDITIONAL ANCHORS, WHEN REZMED)- A ti LL l i1 .. B FfLc T _Oo!ur i SMS -(TYPJ ELEM11+ 0o8 x In SELF MEWED t ROLA EXTEMORTAPPING SMS '------ FLORIDA EXTRUDERS CORD, FANA TITI:E: SER 1000/ i 5u0`'FLANGE SHEET 1. 0F 2 VER-1 I _ y Mu!-L I DN SECTIONS j SEALANT BETWEEN _ V. SEALANT`BST EN V!NDOV FLANGES - `- WINDOW F`LANS Sc r. OTHER S 117E (SHEET:"c Or :2) R r. L MULLION . LWJL_ION E PRSSLRE; CAPACITIES , to X1-!/2sELFI16x1-1/2 SELF DESIGN TAPPING SMS TAPPING Sr. S D BY: MS:, iO FEB 1 xn rx n(PPxxovm sr: _ GC:10N +A JfL tNJ.v H—A C iDATE:2 1%TIC SCALLNTc DWG !: LJ 1 f^ r ao IWO S.e / i X 2 X 1/$ I tt' S.M. ' X 2 x Ve vs TUBE PF wI'1 ,.Amj 4TY2.1 1 r::b; UL i fv XE X i/2 SELF TA.PPT'1 SMS M& x i/_ SELF 2 X 4 X 3/6 - TAPPiNG SMS TL:BE SE..v- Ix_rtirN SLA a . 3£TW EN \ :A" c YP.; V.MLLW FLANGES vwxv FLA"i= — X i-1/2 S=LF L V _L.1Ow L .maid. S:LF '.ieil`G SAS TA=?111 SHS SECTEGN A -.A (i) S CI :QN A —A (! j 27/16Xi/? X27/IEX3/e SLKi_LMN' 1e1 D S.M. iJOD *t -, FLenE KULLrr.^ JAMB (TYP.: rK PJAMS (-- YP.) X 1/2 SELF s$ x 1/2 SELF TA TAP?TNG SMS TAPPINI SMS TYPICAL vFP';CAL TO rGR'Z ,%!AL MULUON TO Mi7LL'C.NSEALANT BETWE P1 WINDOW FLANGES N$ X 1-I/2 SELF . L ttiLLION TAPPLC SP!S SECTION A (7? SEALANT BETWEEN SEALANT BETWEEN JZ WINDOV FLANGES WINMW FLANGES .e X 1-1/2, SELF L MILLION L KtLIOa TAPPING SMS e X 1-1/2. S_SLr2 TAPPING SMS TQSECTION . 1 SEy' N A —A SECTION A —A (4 • Ix4xve IX4X3/ e TUBE KILLION TU LION 11Q$ IODO S. M. IOC: S.iL Fs$ x 1/2 SELF s$ x 1/2 SELF TAPPING SMS TAPPING SMS 1 _t - SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW F_A%-ZS p$ X 1-I/2 SELF L MILLILIN _.. L MULLION T4PtiNG V.S dP$ X1-1/2 SELF TAPPING SMS S.CTION A -A (5,sEr:T or } P.-P. f . SAE; C iX OR CX A;"_L i TNTERNA_ CLIP f X OR U MULL <'y?•) INST:_AT-: A40CR 3/iS• DIw TAKON S'V A`KiC4 RYPJAIaS:L CLIF Q .. 1 !14' MIN. EMBEDMENT P7 EC! ST SILLBT OTHERS r:a Ay* TMNAL ANC-4ORS. WHEN REaJIRE17. A i I A aT,r ELEJ.. 3.',Pln5 Y''- HELD FRC-- M EX"=RICRFLORIDA EXTRUDERS QRD° I A j :SER iOCO% Y5t7u FLANGE SHEET I Off"-,2 U VERTICAL MULLION INTO HORIZONTAL SEE .OTHER S I LEC SHEET 2 Or 2> r OR DESIGN., PRESSURECAPACITIES FCB I5:K62 DRAWN By. MSH" APPROVED BY! DATE:2/6/ O2 I SCALE:;! T S DWG.: I VMiiMh,LG . 3/ SEALANT BETVEEN VTNDDV FLANGES L MULLION 2D00 P.V,DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT KwccFLANGES 1wvow L MULL] 48 X 3/4 SELF IODO S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) B,p.,.F• CE U : uD S FE # SEALANT ICTWEEN SEALANT BETVE VINDOV FLANGES VU FLANGES L MULLION L MULLION 2000 P.V DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS IX4X1/8 T TUBE MULLION APPLIES TO HEAD k SILL WHERE I' X 4' AM MY PUTE DETAIL C & 2' X 4' TUBE AIULUONS ARE USED 2000 P.V DESIGN E.R *'M ADMENAL AFCMM,WF" RCWIRE1h SILL (TYPJ O 48 X 3/4 SELF SHEATHING' TAPPING SMS iX27/16X3/8 O_ O TUBE MULLION INSTALLATION ANCHOR Be VOOD NULL SCREV (TYPJ 0 _ EXTERNAL MULLION INSTALLATION CLIPTWOBYVOOD BUCK BY OTHERS t11 X 3/4 SELF 1000 S.H. TAPPING SMS . _. HEAD (TYPJ 2000 P.W DESIGHSR SECTION A —A (2) SILL (TYPJ N8 X 3/4 SELF TAPPING SMS j'2X4X3/8 TUBE MULLION SEALANT BETVEEN WINDOW FLANGE - L MULLION i8 X 3/4 SELF TAPPING SMS 2000 P.VJDESIGNER 1000 S.M. SILL (TYPJ HEAD (TYPJ r #8 X 3/4 SELF SECTION A —A (5) TAPPING, SMS 1 X 4 X 3/8 TUBE MULLION t8 X 3%4.SELF 08 X 3/4 SELF 10 S?t TAPPING SMS two SR TAPPING SMS HEAD (TYPJ _ WAD (TYPJ SECTION A —A (3) SECTION A —A (4) APPLIES TO HEAD & SILL WHMM I• x 2' t • x 2 7/I6TUBE MUWOHS ARE USED DETNL8 _ W ALLATIOMANCHMWO SCREV N LI I/ s• MILL I EMBEDMENT F•-1E FLORIDA EXTRUDERS ° > zmn rfi : SER. 2000 F IN SHEET 1 -OF,;2 fii0'LI HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. FOR DES-4GN :. PRESSURE«CAP.ACITIES- RAWN BY: MSH APPR4YED BY: A'r[,: 2/6/02 SCALE: NTC DVr..: 'Pl4MJr TNTR 2000 P.WJDESIGNER SILL CTYPJ N8 X 3/4 SELF TAPPING SMS 71/8 lidWVTTUBEMULLIONSEALANT BETWEEN ' SEALANT BETWEEN ViMDOV FLANGES WINDOW FLANGES L MUJ ION t N LLION IS X 3/4 SELF 2000 S.H. TAPPING SMS HEAD CTYP. SECTION A—ASECTION A—A W TYPICAL MULLION TO CONCRETE ' • JAW APPLIE& * X ' TUSEBWHEK IMULLIONSARE USED) Q EM P.V DESIGNER 1SILL CTYPJ CONCRETE OR HAS13NRY_ SO X 3/ 4 SELF BY OTHERS TAPPING SMS 1 X 2 7/16 X 3/e INSTALLATION ANCHOR 3/15• DIA TUBE MULLION TAPCON SCREW AN04OR CTYPJ ONE BY WOOD _ - EXTERNAL: MULLION u13TALLArDk1 CLIP BUCK BY OTHERS 200D P.VJDESIGNER MULLION f8 X 3/ 4 SELF . SILL CTYPd 2000 S.H. TAPPING SMS HEAD CTYP.) #a. X 3/4 SELF - SE ON A— Af2 TAPPING sMs 2X4X3/8 TUBE MULLION Q LORMA ••'r• SEALANT BETWEEN 4 L1 .1/4• MIN. WINDOW FLANGE EMBEDMENTCENTRa - Low: t MILLION Ate.. . . 7 F" # DETAILILA N8 X 3/ 4-SELF \ y lr A SEALANT BETWEEN TAPPING SMS MULLIONV S 2000 S.H -- 2000 P.VJDESIGNER OTIA91 SIGNER HEAD CTTP _ SILL CTYP S CTiON A -A f5) A8 X 3/4 SELFX 3/4 SELF TAPPING SMSTAPPING 4 X 1/8PI G iSMS 4 X 3/8 ' t TUBE MULLIONTUBE MULLION VIEWED FROM EXTERIOR SEAVINLANT FLANGES FLORIDA !' EXTRUDERS o lm, noRmA' SEALAMT,BErvEEMULLION . ME: SER ,,2QQQ:: FLANGE SHEET- 1I3F'-.2TRIPLE HORIZONTAL MULLION.SECTIONSi8 X3/4 SELF8X3/4 SELF TAPPING SMS APPING SMS SEE OTHER SIDE C SHEET 2 OF .2) FOR HEAD CiYP) HEAD CTYPJ DESIGN =PRESSURE -CAPACITIES S I N AAA -' A10NA -A (4) = R _ 8 Dpin BY: M SH " /(PPitoyEn B7 - - r - - KF DATE:2-/ 6/02 _ se,II,E: NTS=---; D1rc.:•-=2HM GTR -- _ 9 2000 SJi 1 X 2 7/16 X 1/8 200SH 1 X 2 X 3/9 JAMB ( TYPJ TUBE!klLIION JAMB (TYPJ TUBE MULL IONDETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION MTALLATMN SCREW INTERNAL CLIP—,, 1 1X OR 2X MULL a 2X 4X3/8 .. 4,- TUBE MLL L113N 9 X 1-1/2 SELF 2000 S SEALANTBETWEENHWISEMIVBNm1s_ TAPPIlXi'SMS JAMB CTYPJ iX OR 2X MULL ke X 3-1/2 SELF TAPPING SINS QUAIL 8 i9 X 1/2 SELF SECTION A —A W SECTION A -A (2) TAPPING SKS SCREV ANcr+oR (TV.) 1 X 4 X 1/9 1 X 4 X 3/8 1 ow., _ SILL 0.3P TUBE MULLION `TUBE MULLION Q 2000 S.H.r SEALANT 9ETVEDI• k8 X 1-1/2 SELF 1 1/4' MIN 2000 S H VD(DOV 11ANCfS TAPPING SINS Q - EMBEDMENT JAMB cTYPJ SECTION A —A (51 Q. —( JAMB (TYPJ L. N LLMN PRECAST SO L Br OTHERS AUXILIARY -" PLATE k8 X 1/2 SELF k8 X V2 SEiF ffINt ADDI7TONAI ANCHORS, WHEN REWDtED) TAPPING SMS TAPPING SNS j ;- rc SEALANT BETVEEN 9 X 1-1/2 SELF VVdM FLANGES WIND13W FLANGES TAPPING SMS c / L I U LMN k8 X 1-1/2 SELF A A TAPPING SMS Z 0— SECTION A —A (31 SECTION A —A (4) i8_ SELF TAPPING SMS ClYPJ ` DETAy fliVAIQN1AE" N O FROM DCTERIOR Q.•• ,_. __ .. _ . _. INTERNATIONAL, INC FLORIDAEXTRUDERS :SW0lW.-F PMATrr v-SER. _ 2000 FLANGE SHEET,'1 UF' 2 V VERTICAL --MULLION INTO HORIZONTAL- . I SEE OTHER SIDE` (SHEET: 2- 01F 2) .FOR: jL# DESIGN •PRESSURE"CAPACITIES-: 18 . 2& axA>rx By. JBH AfllltOft BY. aATs: 2/2/02, scAI:E:NTS... mrc.:,,:2V.MkLMFLG - _ • SEALANT BETWEEN WIxWW FLANGES L MULLION AUXILIARY PUTS 1G1'i1-• ! FLO ; A B,G.Ili. F . aro AUMnONAL . VXCX Rcanacm DETAIL C MAXaA,Q"Y'iTit M NAME: FRE # - 2000 P.V /DESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL 'CTYP.) 68 x 3/4 SELF 18 X 3/4 SELF TAPPING SMS. TAPPING SMS 1X27/16X1 8 1X27/16X3/8 TUBE la1LLIOM `TUBE MULLION SEALANT BETWEEN N-•68 X 3/4 SELF I000 S.N. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEENvV4WvVINDOWFLANGESAi- FLANGES L MA110N L Jl.LION 2000 P.V DESIGNER SILL (TYP.) 68 X 3/4 SELF TAPPING SMS 1x 4X1/9• TUBE MULLION 08 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYP.) . SECTION A —A f3) TVO BY WMD BUCK .BY OTHERS APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED INSTALLATION ANCHOR •8 WOOD SCREW (TYPE EXTERNAL MILLION INSTALLATION CLIP MULLION _ 2000 P.V DESIGNER WT IL t-r-- A SILL (TYP.) % B8 X 3/4 SELFtumS,M INGTAPPSMSB8X3/4 SELFA StK.HEAD ( TYP.) NAPPING SMS / 2X4X3/ 8 SECTION A —A (2TUBE MOON ' 1 1/ 8, MI EMBEDMEN iYeD4B SEALANT BETWEEN VIEWED FROM EXTERIOR WINDN DWLLJFLANGE _ . :. - - . - DETNL 8. APPLIES TO MEAD. it' SILL WHERE 1' X Y t--1'-X -2 7/16-1-TUK MI11110NS ARE USED ALLATION AHCHIM WOOD SCREW 2000 P. W./DESIGNER 0 8 X 3/4SELF HOM CLIP r SILL ( TYP.), TAPPING SMS TAPPING SMS 1000 S. H. SECTION A —A (5) I I X 4 X 3/8 HEAD (TYP.) -"j I EnsEtT TUBE MULLION FLORIDAEXTRUDERS INTERNATIONAL INC sANF'ORD, FLoxmA MU: SER. 2000 FIN SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF_2)'FOR . 68 X 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 S.H.TAPPING SMS f. Eg 20 HEAD (TYP.) DRATTN BY: MSH APPROVED. BY. SECTION A —A (4) OATF-2/5/02 SCAU.-NTS DWG.: 2HMFINTW 7 0 2000 P.VJDESIGNER SILL CTYP.) 8 X 3/4 SELF TAPPING SMS1X 2 7/16. X 1/8 1 TUBE MULLION FLANGESINDOV VD4DOW ALNU -ION L MULLION V \-1t8 X 3/4 SELF 2000 SA TAPPING, SMS HEAD CTYPJ ACTION A -A (1) TYPICAL MULLK)N TO CONCRETE 0 JAMB' APPLIES TO JAMB WHERE I' X 4' DETAIL 8 Qk2' X C TUBE MULLIONS ARE USED) COCRETE 02 MASONRY L 2000 P.V./DESIGNER BY OTHERS r SILL (TYP.) r 08 X 3/4 SELF TAPPING SMS1X 2 7/16 X 3/8 TUBE MULLION i8 X 3/4 SELF 2000 S.H.:TAPPING SMS HEAD CTYPJ SECTION A —A (2) SEALANT BETWEEN WINDOW FLANGE L MLU MN MA AC F NAME: jc2 qRIW I FOE # SEALANT BETWEEN WINDOW FLANGES L Mw-LION 2000 P.vJDESIGNER 2000 P.VJI3ESIGNER SILL CTYPJ SILL CTYPJ t8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 1/8 1 X-4 X 3/8 1lyl T TUBE MULLION TUBE MULLION D=ALLATMM ANCHOR 3/16' DLL TAPCON SCREW ANCHOR CTYPJ ONE BY VG=_,, EXTERNAL MULLION INSTALLATION CLIP BUCK BY OTHERS MILLION 2000 P.VJDESIGNER Sill CTYPJ A8 X 3/4 SELF. TAPPING SMS 2 X' 4 . X 3/8 QTUBEKA.LIDN L1 1/4' MIN. EMBEDMENT DETAIL_fl r-- A 08 X 3/4 SELF L A TAPPING SMS 2000 S.M. _ .- HEAD CTYPJ SECTION A —A (5) Fd.EVAMO VIEWED FROM ..EXTERIOR FLORID XTRAEUDERS "'orrai., INC. FLANGESN _ saNi''oRn, F`t.oRma Tim: SER., 2000 . FLANGE SHEET f OF-.2- TWIN HORIZONTAL MULL fOW `tt& IONS r8 X 3/4 SELF #8 X 3/4 SELF TAPPING SINS TAPPING SMS SEE OTHER SIDE (SHEET 2 OF -2)-FOR 200o S.M. 200° Sx DESIGN_ PRESSURE; CAPACITIES, HEAD CTYPJ MEAD CTYPJ SECTION A —A (3) SECTION A —A (4) 1 f 9 20C2 nasxx z r: MSH APpRovEn- '. F"i ..,, " DAT& /,4L02. . sCu. NTS n c.r 2HMFLGTN a6 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXIIIARY PLA 4rM ADUMNAL ANCH= WHEN RCMWI D> O CENTRAL FLCRWA B.0.A.F. MANUFACTURER NAME: o _o FL 11R/1>f F,arRvOt>QS — — MUTER FILE # 0 2000 P.VIDESIGNER CTYP.+ ci{VK 1 . SD.I TYP SILLSILLCTYPJ 08 X 3/4 SELF N8 X 3/4 SELF TAPPING SNS TAPPING SMS, T X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16 1 3/0 TUBE MULLION SEALANT BETWE WINDOW FLANGES L MULLION 08 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TV.) SECTION A —A (11 SEALANTSEALANTBETWEEN FLANGES V .FtarS WrN0VL MULLMN LMULLION2000 P.WJDESIGNER SILL CTYP.3 08 \ X 3/4 SELF TAPPING SMS r1X4 X1/8 TUBE MULLION 1i8 X 3/4 SELF sx TAPPING. SMS HEAD ( TYPE 4ZC!' TIl11J a —A f;) 08 X 3/4 SELF 1000 m TAPPING SMS HEAD ( TYPE SECTION A —A (2) V> aMGE LIWLLDIN20M P.VJDESIGNER SILL ( TYP.) 08 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION rX 3/4 SELF TAPPING SMS I000 S.N. HEAD ( TYP.) SECTION A —A (4) 2M P.V./DESIGNER CTYP > TWO BY WOOD BUCK BY OTFE, APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR se HOOD SCREW ( TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION 1 x::- 4 r— A F, SILL L_ A J 08 X 3/4 TAPPING SMS 2X4X3/ 8 TUBE MULLION 1 1 1/8' MIN. EMBEDMENT. VIEWED FROM ;EXTERIOR DETAIL B APPLIES TO MEAD t SILL WHERE I• X 2' sVXT7/16" TUBE-MMLIONS ARE USED AN. LATIM Now . SECTION A —A (5) Ym0 SCREW mrr.) Hmm CUP 08 X 3/4 SELF TAPPING SMS EAD CTP.>It FLORIDA, EXTRUDERS AMR 00 PMA SER 2000 FIN SHEET 1 ,OF 2 - p HORIZONTAL- MULLION SECTIONS V SEE OTHER SIDE (SHEET 2 OF2") .FOR DESIGN PRESSURE - CAPACITIES. a 20%. _ DRAIIN HY: M$FI .- . APPROVED_BY DATE:2/ 6/02 SCALE:NTS IDVGC : '2HMFI9: S SEALANT BETWEEN WIIDOV FLANGES BETWEEN WINDOW FLANGES - L MUlIDIMLLLIIN 2000 P.V DESIGNER 2000 P.WJDESIGNER SILL (TYPa r SILL (TYP.) It8 X 3/4 SELF / 09 X 3/4 SELF TAPPING SMS TAPPING SMSIX27/16% 1 X 2 7/16 X 1/8 TUBE MU.LIIBN TUBE K&LION M8 X 3/4 SELF H8 X 3/4 SELF TAPPING SMS 2= TAPPING VS HEADS.H. HEAD (TYP.) HEAn crYPa SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN WIDOW FLANGE K LLmM ENT' Nt N[AN ACT SEALANT JETWEMEN FLAT SEALANT:.BETVEFJ( WINDOW FLANGES L MULLMN L HLLLIGN 2000 P.V DESIGNER 2000 P.WJDESIGNER SILL CTYP.) : SILL (TYP.) 8 X 3/4 SELF !8 X 3/4 SELF TAPP ' wn TUBE MULLION TAPPING E X3/8 I.' Flo v \__ s<8 X 3/4 SELF \-88 X 3/4 SELF TAPPING SMS 2t100 SJt TAPPING SMS ew1SilHEADitHEADCTYP.) SECTION A —A {3) SEC`fION A —A (4) TYMAL MUILXXI In CONCRETE o JAMB AP2P!! ES X 4' TO JAM WHERE r X 4• QQAIL_ a be ' TUBE I.UUJONS ARE USED) CONCRETE OR MASOI4RY \ BY OTHERS INSTALLATION ANCHOR 3/16' MA, TAPCON SCREW ANCHOR CTYPJ ONE BY WOOD EXTERNAL KILIION 3/ 8 INSTALLATION CLIP BUCX BY OTHERS Q MULLION 2m P.VJDESIGNER SILL ( TYPS 88 X 3/4 SELF TAPPING SMS 2 X. 4 X `3A ' TUBE MU.L.Ia1 - Q . L1 1/4' MIN. EMBEDMENT . DETAn- I A 8 X 3/4 SELF A TA .. TAPPINGSMS 2000 SJi _: y FAD CTYPa SECTION A —A (5) ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS AjD, FI~ INC, A SANFORD, FLORIDA TMZ. SER. 2000 - FLANGE SHEET ;1 OF- 2 HORIZONTAL MULLION,SECTIONS SEE OTHER SIDE < SHEET_'2 OF 2),; =FOR DESIGN PRESSURE' -CAPACITIES Di: w r asr: MSH e> LOVED "BY , . - DATL- 2/4/0 -= sdut:NTS- _ DVG-2HMFLG - ay z= SA JAMB CTYPJ Ewa S.M. JAMB (TYPJ TWO BY WOOD DETAIL BUCK BY OTHERS 1 1/8' Him .. EMBEDMENT 2000YP 1X27/16X1/8 JAMB (TYPJ 1 X 2 7/16 X 3/8 db TUBE MULLION TUBE MULLION 2 X 4 x 3/8 TUBE MULLION SHEATHING s8 X 1/2 SELF s8 X In SELF INSTALLATION ANCHOR s8 WOODTAPPINGSASTAPPING ;SMS SCREW (TTPJ EXTERNAL MILLION INSTALLATION CLIP 2m SR MULLION JAMB CTYPJ APPLIES .F0 HEAD do . SILL WHERE i' x 4' g 2' X 4• TUBE MULLIONS ARE USED SEALANT SEALANT sex M SELF APPLIES TO HEAD Bc SILL WHERE 1' X 2' TAPPING SMS 1' X 2-7/16' TUBE MLRJJONS ARE USEDLMULLIONLMULLION s8 X 1-1/2 SELF s8.X 1-V2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAILs8 VOOD SCREW SECTION A —A (1 ) SECTION A --A (2) R'J SILL cLlp S ,.MT BETW EN q e/r*+p s8 X 1-1/2 SELF WINDOW FLANGES - 1 1/8' MIN 111A.lSii67JCtSC Uii.r+ii NAM: TAPPING SMS L MULLION _ -. EMBNTGoR/lti41t?ECTI aSONA —A 5) „tT MASTERS # % 1X4X1/ 8 1X4'X3/9 TUBE MULLION .TUBE MULLION e S.H. JAMB YTYPJ s8 X 1/2 SELF s8 X In SELF TAPPING SMS TAPPING SMS WINDOW e GOOF ..: ....: k W N RAME INDOW FRAME L MULLION ; L MULLION se X. 1-1/2 SELF-_-, -._ xs .X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (3) SECTION A —A f 41AUXILIARY- PLATE FOR ADDITIONAL-ANCHORS;.W1EN REQUIRED) SMS ( TYPJ , DETAIL 2 MULLION` vIEWI= U EXTERIOR _ FLORIDA` : EXTRUDERS n rrExATIONAL. INC SANFORD. FLORIDA TITLE: SER. - 2000' FIN SHEET 1 OF 2 VERTICAL. MULLION:SECTIONS' SEE OTHER SIDE (SHEET 2 OF _2) _FOR DESIGN PRESSURE='CAPACITIES ri DRAIINHY:MSH APPROVED'$Y.. , DATE: 2/6/02 SCALE: NTS DWG:.. 2VMF I N DETaII t .__ - i woc ntAK" s8 SELF 1 2000 S.H. IX 2 7/16 X 1/9 - 2000 SJ'L / -I X 2 7/16 X 3/9 42 (TYP.) %TUBE MULLION JAMB (TYP.) TUBE MULLION ONE BY WOOD DETAIL BUCK BY OTHERS CONCRETE OR MASONRY* 1 1/4' MIN, OTHERSJ. EMBEDMENT 4 8 X 1/2 SELF 48 X 1/2 SELF 1 TAPPING SMS I TAPPING SMS LL_ INSTALLATION ANCHOR 3o`16"WA 7 TAPCON SCREW ANCHOR (TYP.) A_ EXTERNAL W-LION 2 x 4 3/9 INSTALLATION CLIP TUBE MULLIONSEALANTBETWEENSEALANTDETWm WDMOW FLANGES L WJAMN wDaw FLANGES MLLLION 2000 . S.H. 7Ypk&_,fJULLlON TO CONCRETE 0 HEAD 9 x 1-1/2 SELF 6 x 1-1/2 SELF YP) AND (TYP.) MULLION APPLIES TO HEADr_& SILL ,WHERE I' X 4' 4' TAPPING SMS TAPPING SMS T _X TUBE MULLIONSARE USED) SECTION A -A (1) SECTION A -A (2 8 X 1/2 -SELF DETAIL I NOW -an TAPPING SMS INSTALLATION ANCH11 3/ 16' DIAL TAPCON I X 4 X 1/8 TUBE MULLION 1 X 4 X 3/8- TUBE MULLION SCREV ANCH13R (TYPE I T,9a, illiCFI _ADDTT DNAL ANCHORS. WHEN REWIREW D 88 X 1-In SELF 48 X 1-1/2 SELF SMS CTYP.) L DlET_ArL2 MULLION TAPPING SMS TAPPING SMS ELEVATION - SECTION A-A-W SECTION A -A (4) VIEWED FROM DMIOR FLORIDA.-, EXTRUDERS."nox, -mc TUM NAW'- SAftRD, nDFb,( MANUAC SHEET-.- l up. TM: SER. 2000. FLANGE VERTICAL MULLIbN' SEtTI F" SEE OTHER S-I-DE--_(-SHEET..,. '111 Asm. 2-OF ).,Fl3R,,, PRESSURE_'CAPACITIES- DESIGN DpAwNErY. JBH z- r 7 SDl CLIP 99 x 1-1/2 SELFSEALANT-BETVEE N TAPPING. VINDOW- FLANGES MULLION 1 1/4' MIN. SECTION A- 4"(5) 7; EMBEDMENT DETAIL C, PAS tECASILL AUXILIARY8 X In SELF TAPPING SMS SEALANT BETWEEN' SEALANT BETWEN WINMW FLANGES WDUM FLANGES L MULLION L MULLION #9 SELF I PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. 3eferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIVII-DADS COUNTY. FLOW METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF'' METRO -DADS FI.AGI.I.R BUH.D 140 w1?ST FLAGLER !rnk EE'r. sUrni. t MIAMI. FI.ORIDA 33130.1 305) 375-2901 FAX (305) 375.2 c:owrlt.w-rot mct isvic »:rr 303) 373.2527 FA\ (305) 373-: co4vrit.tc: rots r.Fourl:,tr:N r nivis 305) 373.29" FXX (105) 375- 111toUUCr CONTROL. DIVI1 305) 375-2902 Fft.X (305) 372- Your application for Notice of Acceptance (NOA) of: Ecttergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Dat County Building Code Compliance Office (BCCO) under"the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Floi Buildinh Code. The expense of such testing will be incurred by the manufacturer. /z/ c- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2000 Raul itoonguez Chief Product Control Division THIS IS THE COVERSHEET, SE_E ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW 9:0NIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06/05/200 i Y70-14. 4-" Francisco 1. Quintana, R.A. Director Nliami-Dade County Building Code Coniplinuce Of11c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : SUN 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 Miarnk County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NVIE Inswing GIazed Double ,Residentiai Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Prcmdor (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 by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installcd only at locations protected by a canopy or overhang such that the ang!c between the edge of canopy or overhnng to sill is'lcss than 45 degrees. Unless unit is instailed.ir non -habitable areas where the unit and the aren nre designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installcd in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, pto,cction systern. 5. LABELING 5.1 Each unit shall bear n permanent label with the mnnufacturces name or logo, city, state and following statement: "Miami -Dade County Product Control Approvcd"'. 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompnnicd by copies of tlic 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 on-teial or the South Florida Building Co, SFBC) in ordcr to properly evaluate the installation of this system. Nlanu l Icrc2, P.E.-Product CoC Exam Product Control Division PreMdor Entry 8 stems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXkRES 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 acceptar 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 (lie materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe 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 manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for tenitination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EiVD OF THIS ACCI's11"AyC1; Manu Perez, P.C., Product Contr Nam Produ ntrol Division e COP-WL-MAOIOO-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 2'0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3T Not Listed Not Listed I — I — X0, OX, OXO 21" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17" 37 + 1'0" 3'0" + 1'2" 1'D" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'G" - 3'0" + 1'0" 1'2" + 2'10" + 12" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 37 + 3'0" + 3'0" XX, OXXO t i 2*8" + 2.8- COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 i I NO i 2'8" + 2'8" 2'1C" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Dotes: 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. Inslallation instruclions are available from the Masonite International website (www.masonitexom) 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 slruclures). National, state or local bui?ding codes specify the edition required. a. Masonite 1wema:ional structural, cyclic, air, water, forced entry/or Impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA?? 3. 0 C l ak aff AR EK'" ..1",...{ ..., 1 111Y.kG{.AtS I.K1'"Y 000k% Doan A0.1129 2Ml2 Our cot 11 pnpm"1 at pI X.C1 etaes lowh Ngxs, ongn ro p•eow Masonite I n t e rn a s! o n a 1 C o r p o 1 a t i on 00.101IYbjQG 10 chars" whhow A06". COP-WL-MAOi00-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing Singles Masonile, 2'G" 2'6" _ X 21" COP-WL-MA0161-02 2'10" 3'0" 3'6" Not Usled 02-0418.03 Application Filed) D• Rating 55.0 Impact Rated NO Not Listed InternationalArrangementI'Aultiples (t lidlh) Masonite ra" .+ 1 0" 2'8" + 17' I 2'10'' + 1'0" 2.10" + 11" COP-WL-MA0163-02 TV 1'0" 3'0" + 1'2" niami-Dade OCCO 02-0418.03 Application Filed) r. Riling 55.0 Impact Rated NO X0, OX. OXO t 1'G" + 2'8" + 17 COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO f 1'G" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + To" + 1'0" 17' + 210" + 17 IT' + 3'0" + 1'2" 2'6' a 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2' 1G" + 2' 10" + 2'1 G' ) 3'0" + 3'0" XX. OXXO i 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 5.0 NO 2'8" + 2'8" + 2'8" + 21" 2'10" + 2'10" + 2'10" 3'0" Ti 3'0" + 3'0" + 3'0" Notes: 1. Dccr a. rengemenls using fewer panels than wim! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonte 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 ASU 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced enlry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. oakcaraff Aft .,K"' Al ; h,IAV VOOQ{ r••nM..NR r,4n Gu, A::; Ic... owmr oe•.. AD'AA?W2 Masonite International Corporatior. Om C".-,o program of W oe.0 imowmtm makes speN4c*om. otsipe &no orod.d delae 7L'ZiYr 10 CWYrpe .00, fMUM, Glazed Units COP-wL-MAOIDO-02 FIBERGLASS DOORS 8'0" Height — Inswing X f X:,. Ox, CIW 2-0 . COP-WL-MA0146.02 02-0423.01 Application Filed) 40.0 NO2'E" 2'10" 3'0" 3'6" Not Listed COP-WL-MA0148-02 Not listed 1 d• OCCO 02-0423.01 Application Filed) DIRRaling 40.0 Impact Rated NO 2'8" + 1 2" 2'10" + 1'0" 2'l0" + 17 To" + 1'0" I XO" + 1'2" COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO i1 17 + 2'10" + 1'0" 1'2' + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 17 1'2" + 2'10" + 1'2" 17" + TO" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO" + TO" +TO" I XX, OXXO 2'8" + 2'd" COP-WL-MA0147-02 02.0423.01 Application Filed) 40.0 NO I TV + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 21" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels that 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. lr;sW'9'ion ins!rections are availa5le from the N'.asonite International website (www.masonite.com) or from the technical center. 4. ktuai desien pressure requirement for a specific cuilding design 3 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required, 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade OCCO protocol PA2.01, PA202 & PA203. O aka ARJEWWn••rl."I..," r • 1," 1..\t.SI:NI'Mi [)(/tl lttW-1,..".l..,.,I,u G.v)O-nr• Inr cW1;"„ '4 vrc:;n of u1"U0 in.plo..aerxMm»e! fpe:nl:Y-0rs, Crsgr ; 3;fx_n fIl1V 1•.11, Ir.m Ma30nite ln2lln atlOrlal COrpO/atiOn COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing r COP-WL-MA0166-02 ri 02- 0423.03 Application Filed) r• 47. 0 r , NO X710. r 3' 0" 3' 6" Not Listed Not listed y. Multiplesrth) X0, OX, OXO 2' 8" + 1'0" masonite internationalIre COP- WL-MA0168-02 BCCO 02- 0423.03 Application Filed) 1" Rating 47. 0 Impact NO 2' 8" + 1'2" 2' 10" + 1'0" 210" + 17 3' 0" + 1'0" 3' 0" + 17 1' 0" + 2'8" + 1'0" COP- WL-MA0169-02 02- 0423.03 Application Filed) 47.0 NO 1' 0" + 2'10" + 1'0" 17 + 2'8" + 1 T 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + TO" + 17 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2' 8" + 2'8" COP- WL-MA0167-02 02- 0423.03 Application Filed) 47.0 NO 2' 8" + 2'8" 2' 10" + 2'l0" TO" + TO" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0170-02 02- 0423.03 Application Filed) 47.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 210" + 2'10" + 210" 3' 0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcxaff real-.. AR EK" INI: N(i 1.4S[ RNl'"V 000"S Pl.+.tuwlri.r,Ou irrry Doan f i,I" w t ow co Masonite International Corporation Owm"wmp propnlm of wv0ucl +nt"o"Pnenl nwa sDeeilhrriorn, ae+'On aMModlrel clew $ Wlecl to cnrnpe wdh" no we. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X 2'0" Eftwonfamin t COP-WL-MA0101-02 i r : 01-1031.01 76.0 NO rs" 21" 2'10" TO" 3'6" Not Listed Nol Listed Arrangement X0, OX, OXO Multiples 2'8" + 1'0" t Y COP-WL-MA0103-02 I de BCCO 02-0109.10 Application Filed) 1' Rating 55.0 Impact, NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'D" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" XX. OXXO 2'8" + 21" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O akraff Y. r"re A REK'" eIMF. Mf I.Ati tNi'MV 1)OONS MMr p"^"10. M f,r"„ + rpri i9. 2001 Masonite International C o r p o r a t o n OurY""umn.p 0,0W W of Or00"tt m0'"t"1em mat" SDeC:F W"s. dov. 3.0 po0u[Y 00V $ u l 10 ChMV 100VT rMUCe Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Vasonite InternationalA COP-WL-MA0121-02 f t 01-1031.02 1' Rating 76.0 Impact Rated NOX r1h) TO" Zs. 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0, OX, Ox0 riluttiples (wid[h) 2'8" + 1'0" Masonite International COP-WL-MA0123-02 miami-Dade 9CCO 02-0109.09 Application Filed) DP Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1.0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 11" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 21" + 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"+TO" + TO" +TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akc raft W al"r• AR1EK" r•<lulr•elr lrOruunJ•e •,A KININGI.ASA ENTRY DOOMS rM.i i"uM rMrp"[M Dw. o•. •r oee.. or+39•i00t Masonite International CorporationOwcommwqDroormo1p+odua YnPMv*" 1111 n0kn SO 4k;ol0 . *Srpn VO DICOW Wag SUMV 10 Chan" N1111 KA no4rt. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing r COP-WL-MA0106-02 k• t F 02-0109.08 Application Filed) 1• 70.0 r. 1 NOX 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO r r 2'8" + 1'0" anite international COP-WL-MA0108-02 riliami-Dade OCCO 02-0109.08 Application Filed) 1• Rating 55.0 Impact1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + IT 1'0" + 2'8" + IT COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2,8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2,8" + 2.8„ COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oak(craff AR EK" kt"1'Nf:1.A\[ k:N'rky 1)00"R r.M.Tu."HrMprf"u-/Own o..,..r o"... pr+29. 2002 Masonite International CorporationOwc.ftno"onwnp wopram of pro0"c1 •nwwemml makes specilCalO"s. asp" )ro woouu dmj s"D'w W ChWW wNwA.01" Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height -- Outswing Arrangement X Singles (%vidth) 2'0" I'lasonite COP-WL-MA0126-02 e BCCO 02-0109.07 Application Filed) l.. , 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples 2'8" + 1'0" COP-WL-MA0128-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 17" 2'10" + 1'0" 210" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 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-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 21" 210" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02.0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 57+ 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. U Oak raft AR4EK" fINr.NCi l..l<\ I: N'1-MY uOON[ 1b..Tu."."ra..pN Enh Oea.. PRFjU r AM+ i9. 2007 Ow co"unwno wo0ram a Moec oo"Ct imv"emem maven si"OW oespn a"a 010" Masonite International Corporation OCUA $ 0^1 10ChWWwdlrow -01". X Unit TYRM. 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" MID•WL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 f y PRf1N van (.,.I/ J.:.y. a ' rr-y• ' C/V li• April Y9. 2002 T o.....,y 0-1 W tOnnn•"rp props. ofMode -pro e w mikes smiktfq., M a s o n it e International C o r p o r a t i o n ptspn inp p0ooe7 lteWf SooftCf fo Cninpe wllooN n01Kt. XO or OX Unit SINGLE DOOR WITH 1 SIDELITE 6- TYR 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8, MAXIMUM ON CENTER TYP. CountMinimurnFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening (R1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and /'10 wood screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d 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. apn129 2?)2 MaSonite International Corporation 1) 0. On1.7-.. J J ran1 U1 nrWW .,r•J.t.1.1n1 "Wet sWO-1.4.:1. CeSgn anCY%vtl dMil SAKI l 10 fnanpe winOW nonce. M!t)-WL-MA0004-02Unit SINGLE DOOR WITH 2 SI DELITES UNIT 8V UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR CountMinimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening O Width of door unit plus 1/2" Height of door unit plus 1/4" r t r I r t' r r T t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & RA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Api029, 2002 Masonite International Corporation Ih can,,...a muu a" a mue..: .,•::,•:"enw.n nurc3 erccaana,•. ue pin anC uruU n anaa woiao I. :e. Vt wgnoul nut¢a. oxxo MID-WL-MA0005-t)2 Unit DOUBLE DOOR WITH 2 SIDELITES 6- CL TYP. TYP. 1 1 1 1 1! 3• o TYP. TYP. 1 1 ! ! 1 !! ! jTYF rl 11 11 I 11 II I 11 11 1 13- t e t t t t t t t T i r r Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0' UNIT 5/16, 17.1/8' MAXIMUM ON CENTER TYP. r r r Rough11 Opening • O. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor Calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apid29.2002 Masonite International Corpo.ation oul conlinuup pop9m of WNW .Ow"mtm m)sts $Dec-, calgns. Atslpn •m1 01011uc/ ONauSu%Kl 10 tN3W WOW now XX 1 t 4I Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Madmum unit We . 6'0' x 6'8' Design Pressure 52. 0/-52.0 Limited water unless special tluesholil 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 locat building codesspecify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh followed — see MAD-WL-MA0002-02 and MAD- WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/ 4 GLASS: 0o na dOU nn an na l8 an 100 Series 133.135 Series 136 Series 822 Series 1/ 2 GLASS: D an na nn nn on na 105 Series 106, 160 Series' 129 Serbs' 12 PA, 23 R/L. 2e R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be uses in the following door style: Eyebrow 5-panel with scroll O akcraff AR ! EK ` Wuul- re e.,n tcarvetJ Vlel RGLn SS Cell'RY UUORS N.w.T ..nN isvtYu k^.eOwn • PREA1 ill 1, Apra 29.2002 Masonite International Corporation Our 101" me orowam of orown ' 3,ovemtm makes %W tKai,ons. oesgn and Wodun sub" to C"t wdr W n0 Ke XX 1. A1 1 Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a Hnnna 404 Series 410 Series CERTIFIED TEST REPORTS: s j Fog series 114, 120, 122 152 Series 149 Series 300 Series series CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &af State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oaaff AR EK" r 111l Ml:k lrn\ LNIN\'\I)1 )1)N\ Ibn.h.YNN rr...p,al..vY Dew. April 29. TOOT a s o n i t e International Corporation Om com..ne poram or 01001K1 -Pnrq vm makes sWilkalom. dmgro 300 or~ M aelad $0 0ra 10 Ckallet "o11o0r M1Kt XO or OX 1 t t 1 ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit site - 6'0- x 6-8- Design Pressure 52.0/-52.0 Limited water unless special threshold designis used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and intlaacl resistant requirements for a specilie buO g design and geographic location is determined by ASCE 7-national, state or local building codes Speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeti 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: an as ao on oo mi on 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n an nn on nn nn no 105 Series 106,1 Series' 129 Series' 12 R/L. 23 RA.. 2e R& 107 Series' 108 Series 304 Series Series' This glass Ll may also be used 41 the blowing door styles Eyebrow 5-panel wilh scroll O akcraff AR k EK,. rnn;Nr. r,nss FNIMI' Ug11N\ r+o•.a...sre..pwra.eOao,. PREMrv'sW e Apnt29.2002 Masonite International Corporation om at D,ueWr NnMO.emenl maces sett.bplq-S. Oes•e^ ^a a•am. 01W a.4K:1 X tnMet +n *W Wd e XO or OX Glazed Inswing Unit . COP-L-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a na on e04 Series Ito Series 109 Series 114, 120. 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Shies 200 Series 12R. 12L 23It 23L, e50 Series 152 Series 149 Series 109 Series 120. 122 Setts 300 Series 24R. 20L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 Oakcraft AR 4 EK 1..1 ..,,..•:. 1... 1,111LA 1 \.\.\ L`I"1 Nl I)1IIIN Non•To.enN fi•ra4u tmr, Doer. Aple29.2002 Masonite International CorporationOutCom—no poolam of poeutt vnorovew l make$ SW@14r.40nS. eeSpn and otod"I 9n3.1 bodcl to tnanoe Nonoul noble oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites MaWffwm unit size - 9'0- a 6T Design Pressure 52.0/-52.0 Limited water unless special thresholddesign 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 bcotion is determined by ASCE 7-ratbrW, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: XIM ao as s as ao as B ao 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: D D 00 OD nEl n ao an as as as as 105 Series 106,11 Series' 129 Serfs' 12 RA. 23 lt/L. 24 R/L 107 Series' 108 Series 304 Series Series' Thus glass kit may also be used in the following door styleEyebrow 5-panel with scion Oak. raft AR kEKr. r.e I I ULMCLASS LtilkI' 00014\ Nsn•T..V.et riwtOY Fve Lm Acid 29. 2002 Masonite International Corporation 0., Lonunu-ne W.01— a drglutl +nwwemem --WesspecUkilgns. desgn and aoouP deldd suo"cl to cnyge wdepur IM ice- Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 0 , _ a Do nn e04 Series e10 Series 109 Series 11e, 120,122 152 Series 1e9 Series 300 Series Serbs APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L 450 Series 152 Series 1e9 Series 109 Series 120, 122 Serbs 300 Series 2eR, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Stab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ga AR EK" 1 e , w . A eI bCk GLASS Llal-Nl Utln"s MorvT..vM r'ti'N" t-r, Davy Aprd29.2002 o.• r oa Masonite International Corporation0., ConlNWale preeram 01 woeutl IIIelovemml males sm-kabo.s. d"'g. aM proeuel dead suoleo 10 CN"t wimwl WKC OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 19 Double Door with 2 Sidelites Mawmurn unit size . 12'0" x6-9- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding 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: Q aoo amnnnnnn nn go El nn 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: D Do 0D 0 ° an nn nn nn an nn 105 Series 106.160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series- 105 Series 304 Series Series' This glass kit may also be used in the followingdoor stile: Eyebrow 5-panel with scroll Oakcraft AR-4 EW w.,i...... 'i..r•.a e.a ....t noT NI"l" ransR eNIY"Y DOORS . U.. ri«eb"E.vrDw. PR J%i dr.il.J . April 29. 2002 d".COM W.0W091W010.00,t m.O.OvtmM1maw.,SOt<dKab001.0fS'g0and 010001 Masonite International Corporation d"ad S01tC110 C1.a.pt .001n01Kf OXXO e ' f , f Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: z 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, 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). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O a, kraff AR k EK'" F..,.,...,. ,,.T rrn k•:tn., r+r \,ia•rr iN, iw•.-R.waa r..Hui....,Ow rnCJ 0094./ , s Aprd29.2002 Masonite International Corporation 0. coft.. a wowa- a woeua -w."M rr.ko spec•hcalO"s. asps aw WOW eerad subRtk to chaoee "b" W." i XX Glazed Inswing Unit APPROVED ARRANGEMENT: g'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 8'0". Double Door maArnum unit size . 6'0' x $'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, stateorlocal building codes specifythe "lion 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: go as 822 series 1/2 GLASS: P El ao 40e Series 108 Series U Oak raff AR-4 EW I IHLNf LN_.<1 L1+1 N1' UUVN] 1'b^•f ••aM Fiwt4"t.arl r ow I t o•«. April 29, 2002 Ow COOoem C Moalyn of Drado l myo+emMl 10JSRS SDeC-OCN,onS. dCSUDA NM WOdV(/ M a s o n i t e International Corporation dtlid SVblM 10 COMat MMOo1 nolKt. XX O ' t f i Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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: 01 TESTDWITHACCORDAMIAMI- DADECOMPANCITY. 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 / &af 5 P State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O_ araff AR k EK'PREMLY0 n• e 0. rD• AprO29. 2002 Masonite International Corporation OW CDM~ftC W0914M a P106VO • D'Qv eM MA" fp Rife*". oespn AN 01~1 Dead SUW to C"e "1IDoul "01" XO or OX Glazed Inswing Unit 8'09' FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size " 6'0' It 8'0- Design Pressure 40.0/-40.0 funded enter untess special threshold design isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistam requirements lot a specific building design and geographic location is determined by ASCE 7-riational. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am ao 22 Series 1/2 GLASS: n 0 U as e0e Series 108 Series Oak raff AR EK'" f..1.si.elY ire y.a n It.14.'J 1111 I.I:L.\<\ I:V'rlt\' I....... 1—,0— r., rllC/Y, van(..//.-. /,.. Apni292002 Masonite l(// international Corporation Ow eonunwne Woeam ofMooua I.W..t"sem .3ke3 sPenlKalnm. otsgn pna p,o"uel OW S 41W 10 Oinge wAmw m1.fe XO or OX i e t r: t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Sul" DODSeries APPROVED SIDELITE STYLES: 450 Series 852 series 810 Series 90D Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" IIOI Nr:LASr LNINI' 1)1)S)Mt .an,A•...d rwwryNimtOerr ! nl.Jrr.fir ri.H - / . Ir April 29.2002 Masonite International Corporation W COmmWlp 0r0eram 01 0r00un -1.0rtmt0r makes sO ,%cjso^s. Oespd aM O,OOW 0"30 SOOomto C0100e wdl tl Wit a OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unitsize . 97 x 8V 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 requiremerds lot a specific buiding design and geographic location is determined by ASCE I-nalional, staleor local building codesspeedy the edition req*W. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 e0e Series i® 0o as 822 Series El 108 series Oakcraff ART EK" 1 1U1 MIiLA\\ LN'1'N 1''U1111N.1 a.q.yn IMrlw.. lwvr Oow. PRfM V \G.JI...>. April 29. 2002 Masonite lute+national Coeporation oldcomr,mn wtva-01p100u0-010+e01ent -Wes iOteNKalg01, oesg0 bm plod", 190 subieel 10 cbillpe 1011W neote. OXO . 114eI Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: k ' to Series 30o Series APPROVED SIDELITE STYLES: i 450Series 852 Series $to 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 ARIEKr. VIUCIMLASS L•'t!'rRY o5oms ei..bw.N Fz;r "1w 0— April 29. 2002 Masonite International Corporation Ow eom-" 1,10eram N p0eu0 imWr efflw makes sw'ka1O0s. oesren 014 p O&W eewl Subwl 10 tank wa " 001Ke. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O Olp' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Double Door with 2 Sidelites Maximumunit size • 12'0' x 8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant 1e401remerds for a specific building design and geographic location Is delerakfad byASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: Om as as 822 Series n El P0.Series 108Series 0 O ar kcraff AREK' wbwdJ1 ln, ure V11f L'N1:L AX1 LN'rN1' U110N\ New.i..wa. fiwal.,, tMrr Oaw, C.`-,. q Aprd29.2002 Masonite International Corporation W tOMWN "Ofoer.ln Of D.00un + VIOV"M Inak. SOKOONOOS. ertpO .Od MOO.0 dews S 41M 1eC"t eMO0111 rO1Ke. FA OMO 1' 1 f 1 t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Swiss 300 Sena; APPROVED SIDELITE STYLES: 450 Series 852 Series $10 Series 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OOaakk. Craft AREK" 1..:..,,,..T FODLRCLA\ ,S VN'IRV Unt1Nti Neeh.,...4IMiy"tmr, Dow. D 0PREM APIA29.2002 Masonite International Corporation ow CWm .ne p.09. ut woouo u^p ovP U mate/ SpetilkMens. An* and prbdu l del;,4 SV0jtC110 ttra00e wahovi M1.Ce ft XX !" t[ + t Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Double Door Madmum unit size . 6ro' x 61" Design Pressure 55.0/-55.0 United water unless special threshold design isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Advil design pressure and Impact resistant requiremerds fora specific building design and geographic locallon Is delermbled by ASCE 7•nati", stateor local building codes specifythe 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: pppp p dos am nn no no nn an nn 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 0 DD 0 an nn nn nn nn nn 105 Series 106, 160 Series' 129 Series' t2 R/L, 23 R/L, 24 NL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. U Oak raff AR EK" r..r r..M f r11r NLL.\]] LP rX \' U11UX[ No,.L.u.N IMgYu eMq .. /l/lti• aO-t.:.t D.t.. April 29. 2002 Ow tOM.nV..eDrOe,—.tMaSOTitF international Corporation atu. i S DWcr 10 0Sn0e ",moor "Ke a XX Glazed gutswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: DD DD 404 Series 410 Series 109 series 114, 120.122 152 Series 149 Series 300Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed Of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). I / & at;?, State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff ARTEK" a....,.., . 1'1Ul"<:,S\ En'rMY..uuuws w T.•.m re.va"F.vr '. MA' a • s Mre29,2002 Masonite International Corporation 0. com.ft- g prooram pr W.dw impovtmtnt makes spK1K~,. arsgn erne p,.Opn pclaa sypµtl to twoe "snow noxe XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit We . 6'0- x 8'0- Design Pressure 47.0/-47.0 limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific bu8dbq design and geographic location Is determined by ASCE 7•natlonat. state or local building codes specify the edition leguhed. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL•MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 1>® as on 822 Series n F-1 00 404 Series 108 Series Oakcraff ARTEK" 1:10LN"LASS LN'I.1',U"11N1 NpwT..pr.driwrpNErwTlh.n is April 29. 2002 o.....r o...r M a s o n i t e International Corporation0. c-1-9 mo9lsm a d.00wa <.wovemem males spetd.ta".s. aary.. am moor" derail Srele" 10 eha.pe -thoul Mite N IA REV)SK)US E: DATE: ECN NO. APPVD: 1 DESCRIPTION 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT tIDOZOMTA. MACK SUPPER! By20GWIN. OD SHIES ATIALN® 10 DOOR DOOR WSWEER to SRN) S1OH WITH PAfENRD TOG-L-WC MIEL KIP. B6fT0Y ! fflAFRi 12' FLAG NAOCM ToNDGo A,MN 11RNLISTEDs/,f1,-S/s- .DOD LAG scalm . LOW N A NDOYDOUBLEaNWA.[ AS AR OMEN WNiAM Slm. TRAtlL iRA« TMCINESS: oWPORTION2-1/r.12 G O1LY. SIEEL TRACK NTAOET. OM $a% TRACK BRAOEIS Pm SOC U A TOP BRACKET REPORT#9606C L T HORIZONTAL Y . m at O-6YL4 U-BARS N A 2-1-2-1 ++ PATTERN (LE M U-SAS aE u-BASISlw SIN 1LEKfew>asnoL HN9EcnaK Eym) #$A."- sw IIETM. SCAM LOCATION VENTS E A L OPOOIAL OUTSIDE MEOW I= POSITION IW1CDOORWIDTH - IB'-O" C INSIDE EUEVAMONS UPPNG SCIEK HI rr FHN wArtS 1e n 1AWEmNDlaaa HNrs A„F 1, 1 UG scam on 19 CODERS I U.D. IM DOORS UP TO r-0• NOI CONSIST OF 4) SSM)O S (9000. TWO FRAME WITH UY. WASHER REOUI ED. uG SCREWS ANY BE COUNFUMINKDONSOVENr-0• HIGH CONSIST OF (5) SECIIGS (NOT SHOW* COATING ON OUTSIDE SURTAX (NT NOT NEUUFED) TO PWAOE ARL9, HORDBID STOP MOULDING Bf DOOR NSTAIER (1) SAND SURFACE 1DNIDNGL AAMNS 00 NOT WIANS ER EOAB m G MM CAUI. STEEL EM STILE2,0 YELLOW PINE AAYB 1 1- 2• TNllt CLASS GB - m G GAILY . SER INTER. SNIE 4 125, GA STEEL SKIN) 4 EL .SKIN) GLASS OR SECTION s-a) y ylllift yllilll% % 23 G HTL Sim SON DOMED WON C-40 MIN. CARYA LDWG, JINED-0N mNEO. NO A BAKED -ON POLYESTER TOP C041 APPLIED TO BOTH SIDES OF SRn S10L SHIP IM JOAN S• TAM U-ONH 20 G IALV STEEL MIL TEND STRENGTH, 70 Li 3 {_ 1-T/B- T o Dft A -A (An 11 C ni1O1INETtw/E ANK3R(NONGl A ili'ic i ifl Illfl®Illtl I/r ACRYLIC LLIESECTION In PETARER p5'MBRACKETS" JAMB e.1/0 PAN NS P SCREWf0SCRODSPERU1E) WITH ONE s/ib',i-s/N• tAC SCENS .1 AIIOHORS ON i CE)flf% (C-90 PER TRACK BRAG ET. sHw ENGAGES NGOI) CR 2/• COATOS (2.DDD v9/2'MwR wROETE) SIRT.IIYIDED(T•00D Y'A51BDER (01 R"~RUIIFA) n •MirAmEILECAGY. ET E FOP OONENTO NAP LATH ONPLOWERNUOhT. EACH EACH SIDE OF DOOR. eRASUp:T AT1AC11FD W/(I) INFER. 511E DD ,5PK9E t8 u CRY. S1O1 CFMEK LA(DE WON CON, ANCHOR, t• IM WASIeL REQATFEIDSim 110" FASTENED 14 CA CAM t11Q'S /11 •SHEET 1EfAL SOLWS-1) tNt11 DYNHK. HATE ORMIESIN( 12 G v E BPo10EA FO SINES" F 1 N/(1) NR NOT BEDLA D) 10 PNDQE A PLU91 TRACK A77AGlm /,{6/D• NE Ug ND16/S• 94ET NETK ro EACN NMCIETMOUNTINGSURFACE. HORIZONTAL. YI/6 DO Iq1 RRN ONE 1//•d/B• Bar ! NR (q 1/111 1 sP1F TAPING sfAEMS PER OD IR1GETRAMLOAD. OR TOO 1/4. OA RV M OUTSIDE KE11D - HANDLE Ia CA OILY. flFFl END ENG r DA SHOO Sim toBOLL SIM ROLLER SIRE00iNRE. SIRE pB PE ENPASTrIEn((m no _ 4EET MiTAL T4A5/B N90E mvlOUL SALE Am P.E.MOD, PtTErARAODA DP .wtzs er aTTEns. zrL t c-c PLaND1 P.paws NORTH CAROLI A PE rmn I) 1/4•AS/4• SELF nvr IUISD LnrK LOCK BM TAPPING S111ETS SLAP LATCH IGCK OPIIDN o1ii5IDE T GNN j! DED51N mSTRUCK AL ELEMENTS DESIGN LOADS: +24.0 PSF h -24.5 PSF EACH SIDE NESPSIPPORINPEmowE OF TEST LOADS: +36.0 PSF do -37.0 PSF 3• CALL , m G f:Rv. STEELU-BAS ENO SIDE Nay 11ANDlL OF DOOR REDOID FOR DE BUILDING OR STA11L71NE NO IN ACCORDANCE WIN CMNOB N A2-1-2-1 PAyTON E)TO AA -BARS SRE IDMM f)ICACES Buum COMES FOR THE Lam LISTED of OAOAW 01A RT AAE 7bHm N Arc DO ' N1 >oN A lO6® 10a iDNmp. PART No.: - ON BORONsEc1WD4. Gym U-BAN ON NETT sEc11GN ETC. FArAH 11-BAR AWAITED T .'• TAPING SCREWS INTO TERIGIR TRACK.ONEADVICEq CLOM NRP11001AG15'00. Wiw Stow oDANWe. ToLEwwCES 312 BdIv1 a sub rEOB IDEAL OH45202OFDOOR. MR P. un a NOW-W-7M-$519 NAHGE ar, F bG1T 11,', Csmox sw A. AY61A o iNRw.A A INI, MfaMrM.r 00 > 1.015 000 : t. 005 DESCR PT10N: MODEL 6R5T W4 16-0 K 8-0: 24/-24.5 DESIGN LOAD 13 a CAGY. S7m BORON eRACEt. ATTACHED WITH ( 2) /146/5• 9EET NETlL SCRENS. TANY AAA 4a w..y. .r 4w, RrlAva 00 - OOOD >, t.00i DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS HG, R ALUMINUM EXMUSON Z Z Jl 0- t y%r CHECKED BY: MAIN DATE: 4/18/D0 SHEET 1 OF I ZE U ANAL .unHOS, iBP. m 1G A Kye Projection U. I— Stmaa DNeA.:As 011EFS1ONHs ARE N ..I DWG. NO.: 102138 REV. NO. 1 3 2 ' A(i aEa 1J J1_S)MCDIV. Ic C i in MODEL. 6RST (25 GA. STEEL SKIN MODEL: 4RST (24 GA. STEEL SKIN) USTEDOPTIONALDS8GLASSOR 1,(8" ACRYLIC UTES AVAILABLE l tt SECTION 9-13) 1) Y(IERLEDUTE STILE 20 GA, AWL END STILES ATTACHED TO DOOR A= U AI/E ADt5VE SKIN WITH PATENTED TOG-L-LOC SYSTEM A OP, BOTTOM a CENTER). W H REPORT#9606C STEEL SONLOCKPOSITIONWITHABAKED -,ON PRIMER, BOTH SIDES) AND A BAKED -ON POLYESTERTWOPORTLOOKINGTQPCOATSIDESorSlSlEmS10N. ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. OPTIONAL OUTSIDE KEYED LOCK POSRION MAX. DOOR WIDTH 9'0" 14x5/8- SHEET METAL SCREWS END SLIDE BOLT STILE6, LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BO TT LOCK OPTION --- 2 1 CwTIP. 2-1/2 x12 lA CALM. STEEL TRACK BRApCET. Jr TALL x 70 GA fALV. ZSTEELU-aML OW U-11M z_ (4) TRACK BRACKETS PER SIDE. R SECTOR EACH U-M ATTA W Wfr..."CRENS PER4STILE4IC0411pL O LHR TOP BNAd 7 Ll TRACKE HORIZONTAL LRM DOUBLE TRACK LOW HEWROOm Is SsHnELIESF L REVTSTONS REV. NO ZONE: DATE: ECN NO. APPVD: DESCRTP'CTON 1 A4 11/00 11WW OTY (1) WAS (2) FOR TRACK BOLT Y > 3" TA NNOTE IDOORS UP TO i-O" HIGH CONSIST OF ((4) SECf10N5 ((SHOIMM . Iff FRONTFRAWITHU.Y. DOORS OVER 7'-0' HIGHCONSISTOF (5) SECTIONS (Noi 5 ). COATING ON OUTSIDE SURFACE ecas p - C 13 GA GALX. STEEL BO TOY LOW HEADROOM BRACKET. AITAMM OM TWO 1 4' x3 4" SELF 1 2"x3' TAG SCREWS ON 24 CENTERS. I' 014x5/8 SHEET METAL SCWFMV& OPTIONAL TO SCREW TAPPING SCREWS. WASHER REQUIRED E TAGSPROVID WY BE COUNTERSUNK EXTRUSM SSB GLASS ONE WINDOW LJTE 14 GAENDHNGES18GAINIFRMPDIATFHINGE ( TIT REQUIRED) TO J PROVIDEA FLUSH AIOIIN LOAD a 1/8' ACRYLIC LIFE C110N B- 8 VIEIM 'B, R. .C. SIMFACE. HCY820NfAL JALDS DO NOT TRNNSFFR L01D. SECTION A -A (SroEyEYY1 2x6 YELLOW PINE 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TOWOODJAMBWITHONE5/ I6'0-5/8- LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO J 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/ 4-x5/8" 90LT A NET OR TWO 1/ 4" OM. RIVETS. ax3/4" PAN WAD SCREW VERTICAL A" ATTACHMENT _ ( iD SCREWS PER RITE) SST EINSIDE TU STOPMOULDINGBYDOORINSTALLER (TO SUIT) 3 a x4 SLEEVE ANCHORS ON 24'CENTERS (BOTH LITE RETAINER INTER. 20 GA MIN. GALV. STEEL END STILE C-90 BLOCK OR 2.00E PSI MIN. CONCRETE) OR -SNAP LATCH ENGAGES STILE 1/4 - TAPCOM SCREWSON24CENTERS (2,000 20 CA GALV. STEEL NTER. STILE PSI MIN. CONCRETE). WASHERS MICLUDED WITH SLEEVE ANCHORS, I" O. D. MIN. WSHERS REQUIREDWITH TAPCONS. ANCHORS MAY BE COLINWISUN K INTER. SIRE BUT NOT REOURED) To PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT Fj TRANSFER LOAD. OUTSIDE KEYED HANDLE18 GA. GALV. STEEL CENTERHINGEIFASTENEDTOINTER. STAES WW%4) 14 GA. GALV STEEL ROLLER HINGES /14x5/9' SH1EtT METAL SCREYiS. FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCRElMS AND OUTSIDE KEYED LO 4) .5/'X /4" SEEF TAI PNNC SCREWS PER END HINGE. 1-2- DIA. SHORT SEEM. f0 BALL STEEL ROLLER. PREPARATION OF JAMBS BYOTHERS. 1Ax12 tAxas Stale JAMB CONFIGURATION s 1iOPl0' 1EAIlDC PAtOff,C6 m TOLERANCES an SECTIONC-Cr NOTE 2THE DESIGN OF THE SUPPORTING STRUGHNLV_ ELEMENTS 4-0-4 A - t. 03 00 tA35 SHALL BE THE RESPONSIBILITY OfTHEPROFESSIONALOFm.t A+ ay.M, 1. A*- w 000 * J= RECORDFORTHE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFELD, P:E. I(/ 0 « 000E t:00M TWITH HISCURRENT BUILDING CODES FORTHELOADSLISTEDONFLORIDAPE /48495 44 L Ism DsYe4s t 1/2' CAROLINA P.E. /23832 Third Aw P-j-ti- Aws SlaexNORTH UARE JN IMOE 4 3 ONTO VERTICAL TRACK. ONE SHAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOGO BAR ENLACES N TTTACK ONEACH SIDE OF DOOR u DESIGN LOADS: + 25.0 P.SF. & - 32. 0 PSF. TEST LONGS: +375 P.S.F. & -48, 0 P.S.F. R •. PART NO.: - IDEAL, A twsse:aare. Far 1-3u- Tst-3sn DESCIUMON: MODEL 6RST W4 9-0 x 8-O +25/-32 DESIGN LOAD DRAWN BY• BJM DATE. 4/18/00 1 SCALE: NTS DWG. CHECKED BY: MWW DATE: 4/18/Oo SHEET 1 OF 1 ZE B DWG. NO.: 102137 1 REV. NO. 1 2 +88,e r IT1'14 'N T'T'l Y1'1 it ,xa sh,v 0ffU iT%9L %,%0VJla a d)j) JLVjfVJ3 iUjy.