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330 Lusitano Way - BR03-002783 - SFR (REVISION)PERMIT ADDRESS CONTRACTOR PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE e d d SUBDIVISIONV v6s cn OZPERMIT # 7 DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE I Cr71''OF SANFORD PERMIT APPLICATION µoy Permit # .-P3 o76? 3 e, (I /D J, /r Sob Address: -"dJ.7.W , /,,//L Description of Work: 14: H11 Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool J. Electrical: New Service — # ofS Addition/Alteration Change of Service Temporary Pole. Mechanical! Residential r , Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for ot:I: r. titan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name. & Address:_ Phone: Contractor Name &' Address: 0-9- C- MMTt — , QTRTi ii`ri QTTiriTi ]]Sate Licen-s, .N.mberAQBWQ UW uQ Phone &Fax: iARit` MAAV ii i.fYRdJc>P l a% /OIr7,6AR 1 P 3 `o0 300 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 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'aplslicablc lawst-ef td Sting constructionand zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA.VTiJG TWICEFOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to,this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, ot` fedeia.l agencies. Acceptance of permit is verification that I +sill notify the owner of the property of the requirements ono 3. 3 Signature of Owner/Agent, Date ture of Contactor/Agent ( Date R BERG' G. DE110 R tM Print Owner/ Agent's Name nt Contractor .loen 9s NameSignature of Notary -State of Florda Date Si_ ature of No_y-State of Florida Da Owner/Agent is Personalh Known to Me or Produced ID AI111LICATION APPROVED BY: Bldg: Zoning: Initial & Date) 17cc1a1 (. and It ions: _ Contractor/Ae: c: s Personaii Known to Me or Produce :D FD:_ Initial fi Date) (Initial &F Date) (In t.1 & Datc c i CrPTI7" ,---- J 4' d COMMISSION 4 DD 212893 EXPIRES: June 14, 2007 o;; ° Bondad lhru Notary Pubfic Underwriters 5-06-203 7:09AM FRUM wcro"rs- S 'grq,v.-v'•r;rr, o ,'.tt-,, ,;.,.; CIT1' OF SANFOTLD PERMIT APPLICATION Permit # : ©J-j'6 3 Date: Job Address: o S Description of Work: r l Historic District: Zoning: Value of Work: i _ _ -- ---- Permit Typc: Dujlding'. , ,, Elcutrlcal ' Mechanical Plumbing Fim Sprinkler/Alarm Po.gl E1. le trlcxl: New Service p,.of AMPS, Cv 200 Addition/Alteracion Ch g4 of ServicIc Ternportuy Pole _ Meehttnfcal Residential Non -Residential Replacement — Nc^+ (Duct buyout &Energy Celc. Rrgt ifi) Plumbing/ New Commerci>tl, ft of Fixtures 31 of Water 3c Sewer Lines # of Gas hints Plumbing i ew Residential: # ot. Water Closets.- Plumbittg Repair — RCsIoenlial or Commercial Occupancy Type' Residential Commercial Industrial Total Square Footage: __ T Construction Type # of Stories: p of Dwelling Units: _ Glood Zone: (FENIA form requlrod fur other Than Xl Parcel x: (Attach Proof of Ownership & Legal Docnpltun) OwnorsNamC& Address:l, L-,. Contractor Name & Address:"7 < i L(" State licence Numher 1 ' 0 > z ' ) 32 Contact Perron' _tI 1 Fhor,: 4 1_' 3-I- Yhour.& Fax: L .. _ 1 - D. Onding Company;-- ddrcsc:- Mortgage Lender. a Addrt": ..-.. .._ - .. Archi( tct/EnginCer: Address: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wtnl: or inswllamon hss convneni ed pnoi tO tn_ issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconsuuctioninthisjurixjdoon, I undc*Starr:; that. scpa; a:: permitmustbesecuredfoeELECTRICALWORK, PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OW_ ER'S AF IF DAVIT: I certify that all otthe foregoing inforniadon is accurate and that a)I work will be done in comAon e with nil appliIN construction and zonin8. WARNrNG TO OWNER: YOUR FAILURE TO RECORD A NOTIC2 OF COMMENCEMFN"f MAY RESUTA IN YOCR. '- '<'G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR UfiNDER OK AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to she requirements of thin permit. them may he additional restrictions applicable to this propcny Umal nvy be found in the public rc,:ortis of this county, retr, andtheoybe additional permits required fmm other govgrnw mcntal cnntiessuchasaterr unagement distracts, state a,genetes, or rcdnr l strncici. Acceptance of permit is veriticution Char I will notify the owner of the properly u! tht requuemenl 1I I. 61, yen Law, Fj/J t31 Uaic Signature of Conte C-11%cnt C1e Signature of Owner/ ASCnt Print Owncr/Agcnl' s Name Pppt Cun rotor/ gcnt's Narr —' Sicnnurc of Nu1ary- jrar<: n(Flnr tier Hate Cignalurc of Nola am ni' IunJ J'u.e hnv Known nI tite ur t,'u„ctnr/tigcm I.: r:nna ly Kno m w Mr ,r. iwner/n.gcnt i.t ..___ Yeriun, , Prod ccn ID YruJuCctt I I'> ...._ ._. nt`I'Lll' AI IOK Al'Pl(OVED 13Y: IlldB: __._.... I)etcl L,ihnl L Datu) (Initial &Dale) rttYprr,Marie A. 7ettlemoyer LB, commission #DD22i380 Q Expires: Jul 15, 2007 Bonded Thrtl 110iftino Atlantic BondingCo,, Inc. r- 7 CITY OF SANFORD PERMIT APPLICATION Permit # Date: I I Job Address: Description of Work: P w Eiistoric District: Zoning: Value of Work: S t Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration - Change of Service Temporary Polc Mechanical: Residential Non-Rcsidcntial Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures It of Water & Sewer Lines # of Gas Lines y Plumbing/Ncw Residential: # of Water Closets 3 Plumbing Repair — Residential or Commercial Occupancy Type: Rcsidcntial Commercial Industrial Total Square Footage. Construction 'type: # of Stories: 1/ of Dwelling Units: Flood "Loot: p- EMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor. I)WVALlRlT1Wf6: PLUMBING, p•O• BOX 620UZ -State License Number: erQvItUL)—C. i7) 75 Phone & Fax: 44w) 366-3994 Contact Person: I'hone T - Z PLUMBING, INC. 0027 Bonding Company: OVIFf1fl Fl (1RII A 2762-0027 Address- (407) 366-3994 Mortgage Lender: g Address: Architect/Engincer: Phone: l Address: Fax: I c 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 I issuance of a permit and that all work will be performed to meet standardsof 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 theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulatng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIIVG 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 requirement5of this permit, there may be additional restrictions applicable to this property that ma .fara-in-tixc-pen c records of this county, and there may be additional permits required from other governmental entities such as water managcntcn acts, state agencies, or fedcr3 agencies. i Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flori icn Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent ate S' C- /,-N Q "\k".,b\ Print Owner/Agent's Name Print Contractor/Agent's Nanic Signature of Notary -State of Florida Date Signature of Notary-Aof F orif da Date Owncr/Agent is _ Personally Known to Me or Contractor/Agent is>C1'crsonally Known to Me or Produced ID _ Produccd ID f _ MARTHA Y. HALL MY COMMISSION # CC 875840 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: a• t .- FDLIFy 2004 Initial & Date) ( initial & Date) (Initia r' i; y ^'', donds tft iabtSryWtYf0.aUnderwriters Special. Conditions: FEDERAL EMERGENCY MANAGEMENT. AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200` ELEVATION CERTIFICATE Important: Read the instructions onpages I.7. SECTION A - PROPERTY OWNER, INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit; Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number i .?J-a;0XXXX LUSITANA WAY CITY STATE ZIP CODE SANFORD. FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 92, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE:. GPS (Type): ' N' or ##.#####I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 67. FIRM PANEL 139. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 66. FIRM INDEX DATE . EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth offlooding) 1202890045 E 4/17/95 4117h35 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. AS Profile FIRM Community. Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. . B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ i B12. Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes ®No Designation Date_ i SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. Statethe datum used. if the datum is different from the datum used for the BFE in Section B, convertthe datum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation referenoemark used appear on the FIRM? Yes 0 No o a) Top of bottom floor (including basement orenclosure) 29. 1 ft.(m) co o b) Top of next higher floor NIA , ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A,ft.(m) o 0 o d) Attached garage (top of slab) NIA. ft.(m) 0 o e) Lowest elevation ofmachinery and/or equipment w co servicing the building (Describe in a Comments area) N/A. ft.(m) E 1 o f) Lowest adjacent (finished) grade (LAG) . N/A. ft.(m) z o g) Highest adjacent (finished) grade (HAG) NIA. _ft.(m) C , o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a1and surveyor, engineer, or architect authorized by law to certify elevation information; I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may bepunishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: DAVID DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. o ADDRESS CITY STATE ZIP CODE i J 320 E. SOUTH STREET, STE.180 ORLANDO FL 32803 DATE TELEPHONE i 8/28I03 (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 k For insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX LUSITANA WAY CRY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; 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 for use as supporting information for a LOMA or LOMR-F, Section C must becompleted. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — seepages 6 and 7. Ifnodiagram accurately represents the building, provide a sketch or photograph.) E2, The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevatedfloor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the topof the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE I COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by lawor ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below- G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMA-issuedorcommunityAssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ nn) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS 11111114 TELEPHONE Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Permi'# :11 t, J JA'b Address: _ ! LU.Si tho _fj; Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Sorlfn r7l , FL, Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc,. Required) F. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential:'# of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential _ // Commercial Industrial Total Square Footage: -. i, ci j , j 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 & tF Contractor' \ Name & Address:` Phone & Fax: Phone: i- M 0/LL State License Number: CiCkLU tact Person: R Pho Bonding Company: tQVINI Address: ' Mortgage Lender: Address: Architect/ Engineer: Address. e gpx 6U nol 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 districts, state agencies, or federal agencies. Acceptance of pe it* e 'fi tion th t I will notify the owner of the property of the require of Flo 'da Lien kaw, FS 713. u Si . gnatA of Owner/Age Date 7gnature Qf Contract—or/AgentDate Print e of Not'aiYiaT `PON Date NOTARY PUBLIC STATi OF FLORIDA, COMMISSIONNO, DD134330 Owner/ Age Produced ID to Me or APPLICATION APPROVED BY: Blda:lJf F S "Coning: Initial & Date) Print Corrtr td', genl's Name Signature oT Notary -State of Florida Date OFFICIAL N07A SAL`. PA TRICIA LTON Contractor _ B dfd6al YiYgP FLO iib Prod ced IECOMMISS[ON NO t1C211_ MYCOMMLSSION EXP. ULY26,2006 utiiities: FD: Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: SSA 3 w D. R. HORTON HOMES ZZBG A L SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # q,A SUBDIVISION: BAKERS CROSSING ADDRESS, a3D tw(,4m BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS KILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri V6- J e s Cbrrec c , Limited Power Of Attorney i hearby name and appoint: Craig Couiton and r,L. each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Buildina Dept. of: l I "1 !7 say) I For a residential permit for work to be performed at: Lot #: Subdivision,s i ss i Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrufnent was acknowledged before me this: Date: , _ By: Richard B. Ladd ( Contractor ) Who is personally qnowWto me. State of lorlda ) NO-P, PAIR Z oArS L County f Orange ( MY OMMISSIONpSTATvop aoRID MMI$SIOAr D134 A EX vLY260 Notary Public Signature Notary e CITY OF SANF _... P-0. $ox 2847 SANFORD, FL 32772``"'. PI-IONI N (407) 330-5630 I-AX. 11 (407) 328-7367 APPLICATION FOR UTILITY SERVICE A(,'(:OUN'l- (FULL NAME) n rl RNAM] ., for sI lzvlcr: ADDRESS---- MAII_,IN(J A.DDRESS(o2SO I71ca N1-tr ASn il wf Ott-2 -10 ZIP 3ZaZ. TURN ON DATE SINGLE FAMILY RESIDENCE 'V"/ _ MULTI -FAMILY RESIDENCE Lx) COMMERCIAL I. l. DIrL QCGi P0."I Cou'0'1 WORKi/4D+ C OI I SOCIAL SECURITY# HOME# OWNER OF PROPERTY_ DAZ- 4or}- I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDE- IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BEPAIDATTHETIME. WHEN TRANSFERRING_ MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALLINTHEHOMFRFFc1R 'rum ccovi c ____ _ .,...__ _- FAUCETS ARE TURNED OFF__ T NON-PAYMENT L STOP S SIGNED-, //iy-- DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ TOTAL $ THIS READ_ CSR (SATE 1Q ' THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822' MARYANNE MORSE9 CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04968 PG 1385 CLERK'S # 2003144015 RECORDED 0El/lE!/2003.11 2A 16 AM RECt1RDINB FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice thatlt improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following Information is provided in the Notice of Commencement. Description of propertyy: Lot(s) 92, 93, 126, 130, & 133 Bakers Crossing Phase 2 Plat Book , Page(s) Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: onttactor: D.R. Horton, Inc. Phone #: 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 #: Public Records of Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Robert A. Lawsort-,'As-sistlant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE ice ) The. foregoing instrument was acknowledged before me this ' day of (,lam ,2003 byy RobertA. Lawson Assistant Secretary of D.R. Horton, Inca eTaware Corporation n behalt othe corporation. He/SheispersonallyGowntome. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Seal EHSr r- o c P i RN A.U11Coot i JERK 0 CN' LUR1 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT I, Two (2) recent boundary and building location surveys showing setbacksforstructures (not fences) from all structures to property lines for permitofconstructiondesigndrawings drawn to scale, o z, Two (2) complete sets Complete sets to include: Foundation plan indicating footer sizes for all bearing walls. Provide side view detailsa. of these footers with reinforcement bar replacement. indicating interior wall partitions and room Identification, o b. Floor planroomdimensions, door, window, andlor opening sizes, smoke detector, stairs. Bathroom fixtures andlocation(s), Iandings, decks and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) Elevations of all exterior walls, east, west, north and south. FInishOC. floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections all wall sections to be used In the structure. Bearing o non -bearing inter and exterior. Show all components ofwall section. e. Framing plan for floor joists where conventionally framed. Plan tooindicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams foraspacingopeningstocarryandsupporttrusses. Stair details with tread and riser dimensions, stringer size, methods ofg. attachment, placement of handrails and guardrails. h. Square footage table showing footages: S.F. Garages/Carports S.F. Porch(s)/Entry(s) patio(s)F. Conditioned structure 3. Total (Gross Area) -- --S.F. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) Cl 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, FI (407) 665-3600. c. Arbor permiit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. 2. Footer Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic heaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By Owner or Authorized Agent) MWWAPEXI -- F1LCON 'TRO L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Addresses City/State/Zip Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 2 ? 2 Quarterly Payment Amount i?v First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVERNTEERELATIONSHIPOFTHEPARTIES. 3 -0 Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and. all applicable recommendations contained In literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof, 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* ofRecruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlan.may maintained for the LIFETIME of the Identified property subject to the terms and conditions of thisagreementfor ''. J per quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water, under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist, FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANNTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, Customer expressly waives and releases any claims In any lawsuit, arbitration. or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. J SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, 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 componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelationship (note: Conventional "liquid barrler" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lftheCustomerelectstodiscontinuetherelationship, or If Apex cannot offer an effective. different. form of termite protection, refund to the Customer an amount equal to the fee paid for serv ces;not yet received, and;. (5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)either 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) identifled herein as of the date of the initial Installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of batting equipment or suppliesoccurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition,. or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in, the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall.be madeat the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/ SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the rightto revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; ( 1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fo: commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement and b relieved of any liability hereunder if Apex determines, In Its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc, NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the ldentifle Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the inspection was requests by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. After th Initial 12 ( twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459. 2847 407-858.0540 813.221-2847 800-929- 2847 888.7642842.. 877-459-2847 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoj Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number, 33Q XXXX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 130, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL " LATITUDE/LONGITUDE (OPTIONAL). HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####I NAD 1927 NAD 1083 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62, COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX. B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, usedepth offlooding) 1202890045 E 4117/95 4/17AJ5 A 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. I 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12, Is the building located in aCoastal Barrier Resources System (CBRS) areaor Otherwise Protected Area (OPAp Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Con sU action A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-aa below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or, the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (includingbasementor enclosure) 28. 0 ft.(m)`ca o b) Top of next higher floor _ N/A . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top ofslab) N/A. ft.(m) 00 E o e) Lowest elevation of machinery and/or equipment w . servicing the building (Describe in a Comments area) N/A. ft.(m) a o 0 Lowest adjacent (finished) grade (LAG) N/A. ft.(m) z m Cn o g) Highest adjacent (finished) grade (HAG) WA. ft.(m) E o h) No. of permanent openings (flood vents) within 1 ft. above adjacentgrade0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information: I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 eIM ! e\ TITLE: PROFESSIONAL LAND SURVEYOR &MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING,.INC. ; I ADDRESS CITY STATE ZIP CODE I 320 E. SOUTH ST E.180 ORLANDO FL„ 32803 SIGNATURE DATE TELEPHONE i . 8/27/03 (407) 426-7979 i FEMA Form 81-31, January 2003 See reverse side for continuation. all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREETADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. XXXX APPALOOSA COURT Porwy Number CRY STATE ZIPCODE SANFORD FL Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZone 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 Cmust be completed. E1. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. Thetop of the bottom floor (including basement orenclosure) ofthe building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, 6 available). E3. For Building Diagrams 6-8with openings (see page 7), the next higher flooror elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, 'If available). E5. For Zone AO only: if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items CD and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q andEare correctto the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community'sfloodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete theapplicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation that hasbeen signed and embossed by a licensed surveyor, engineer, orarchitectwho is authorized by state . or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 Acommunity official completed Section E for a building located in Zone A (without a FEMA-issued orcommunity -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation ofas -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments 1 FEMA Form 81-31, January 2003 Replaces all previous editions jL MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04968 PG 1395 CLERK'S # 2003144015THISINSTRUMENTPREPAREDBY: RECORDED 08/18/2003 11128116 AMPatriciaL. Coulton RECCIRDINO FEES 6.00 6250 Hazeltine National Drive, Ste.: 102. D.R. Horton Inc. RECORDED BY L McKinley Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 iOrlando, Florida 32822 NOTICE OF COMMENCEMENT J7Prepareinduplicate) The undersigned hereby gives notice tha improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following Linfoimation is provided in the Notice of Commencement. Description of property: Lot(s) 92, 93, 126, 130, & 133 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation 1Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: '-Fax #: i Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 a Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: 1Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inca 0 by. Robert A. Lawso,]Assistant Secretary. Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged, before me this v day of i '2003 WRobert A. Lawson Assistant Secretary of D.R. Horton, Inc., Delaware Corporation, n e a o t>l acorporation. She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARYSEAL PATRICIA, COUI_.TON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY 26,2006 Notary Seal a CLRTIFI!`U COPY MARYANNE MORSEDLERKOFCIRCUITC[ IN XU RjDEPt G 1 8 2003 COUNTY OF SEMI OLE IMPACT FEE STATEMENT ISSUED BY CITY OFJANFORD STATEMENT NUMBER 103-75610 T--r-- BUILDING I Y) COUNTY NUMBER: _ _ TRAFFIC ZONE: _ JURISDICT una 06 SEC: TWP: RNG: ARCEL: .............. SUBDIVISION: TRACT: ___` PLAT BOOK: PLAT BOOK PAGE0 ` BLOCK: U]Tn OWNER NAME: ' &t _____________^____ ADDRESS: 4 '; '/ - APPLICANT NAME: ADDRESSx .......................... USE C('%TEGORY: 001 - Single Family Detacled House TYPE USE: Residential ` L WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER TYPE TOTAL DUE TYPE DIST SCHEDULE DESC° UNIT OF UNITS - R[kADS ARTERIALS CO -WIDE O dwl unit 705,00 1 $ 705.00 COLLECTORS NORTH O dwl unit 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOL.CO-WIDE O dwl unit $1,384°00' 1 $ 1,384.00 STATEMEMT~ / lRECEIVEDBY: PLEASE PRINT NAME) A,285°00 SIGNATURE: _..... ...... ----- DATE: O RECEIVING SI8NATORY/APpLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. **** TDt rIBUTI8Nn 1-COUNTY 3-CITY ' 2-APPLICANT 4-COUNTY TE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DU[[ AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE: ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE | EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER'THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE R QUEST FOR REVIEW NtjSYMEET IIAE:iUIEQIJIIIEIIEIAT13 OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF 1W RULEST GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFDRD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF RD BUILDING DEPARTMENT 300 NORTH nKcHKK AVENUE SANFORD. Fl 32771 PAYMENT`SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING 101160T NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY INCONJUNCTION WITH ISSUANCE OF A*** 8INQLE FAMILY BUILDIN8 v- n I PLOT PLAN DESCRIPTION (AS FURNISHED) i LOT 92, BAKERS CROSSING PHASE 2 j AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 92 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 519 SO. FT. t TOTAL SOD 2602 SQ. FT. t TRACT "B„ OPEN AREA 50.00' i S". 28.7 S90'00'00"E 28.8M -- I 1" = 30' I GRAPHIC SCALE 0 15 30 LOT 92 DRAINAGE TYPE A PATIOo I 40.0' 40.0' - LV PROPOSED I y 1 00 MODEL 1965 FINISHED FLOOR ELEVATION=29.1 0 " 0 p LOT 936LOT91 00 6 o 0O— 4O 0 G O000Z COVERED ENTRANCE 5.2' o114.8' 5.0' DRIVE 710'UTILITY7>,6 EASEMENT E-- N90'00 00' W 50.00' o; o 0 olo c 0100N 1" NI 1 350.00' 1 PI O70A0' S90'00'00"E 420.00' 0 LUSITANA WAYI/ -CENTERLINE OF - _ TRACT'' RIGHT-OF-WAYA a Q50' RIGHT OF WAY PLANS REVIEWED BUILDING SETBACKS OF SANFORD FRONT: 25' REAR: 20' LEGEND SIDE: 5' CORNER: 15 BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PREPARED FOR: X PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POE POINT CURVE D.R. HORTON PROPOSED DRAINAGE FLOW OR OFFICIALRECORD 1. ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE PD PLANNED DEVELOPMENT o DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS LS - LAND SURVEYOR L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION CALC) CALCULATED TYP TYPICAL LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND FOUND C/W CONCRETE WALK A/C AIR CONDITIONER COW CONCRETE BLOCK WALL FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES S/W SIDEWALK RP RADIUS POINT ONLY. - THIS IS NOT A SURVEY PB PCPLATRBOOKETEPAD PGS CS CONCRETE SLAB. C CHORD LENGTH THIS IS A .PLOT PLAN ONLY PAGES NG NATURAL GRADE SO. FT. SQUARE FEET R/W RIGHT-OF-WAY ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, CHOFOTHENLAINDNO1202890045EDATED4/17/995AND.FOUND- TMAYAFFECTETHEICIOESOR USE OFTHESOGE17PROPERTYAPPEARSTOLIE'IN ZONEA 2. NO UNDERGROUND IMPROVEMENTS HAVE BEENAREAWL1hIIN190YEAft`'FL-OOD-PI-AIN. LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORiDA LICENSED SURVEYORBEARINGSSHOWNHEREONAREBASEDONTHEv AND MAPPER. EASTERLY LINE OF LOT 92 AS BEING NOO'00'00" E PER PLAT. v Z5-o3FIELDDATE:) REVISED: i a. v +,.. r d,.' SCALE: 1" = 30' FEET APPROVED BY: sj AMERICAN SURVEYING & MAPPING# CERTIFICATION OF AUTHORIZATION NUMBER LBy6393WR.M TryE JOB NO. ASM42142320 EAST SOUTH STREET, SUITE 180 IiFIRMORLANDO. BY: FLORIDADRAWN328ot- (a07) a26-7979 O JR. PSMj/4928 :SATEPLLTPLANo/za/o3 soo MiTek' July 3, 2003 MiTek Industries Inc. 14515 Nodh OuterFob Drive, Suite 300 Chesterfield, MO 63011 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 1 27 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: Junaidie Budiman, PE 1) 21. Truss drawing. 2) Truss Index. July 3, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses lnduded=21 0,-0R1965F1a.tre" 14673734 1,'1DR1965F\a11.tre" 14673735 2,'1DR1965F\a13.tre" 14673736 3,'1DR1965F1a15.tre" 14673737 4,'1DR1965F1a17.tre" 14673738 5,nDR1965F1a19.tre" 1,4673739 6,"\DR1965F\a2.tre" 14673740 7,nDR1965F4a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\ag1.tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,'1DR1965F\b.tre" 14673745 12,'1DR1965F\bg.tre" 14673746 13,"1DR1965F1cg.tre" 14673747 14,-0R1965Fy.tre" 14673748 15,'9DR1965Pg1,tre" 14673749 16,'1DR1965FUc.tre" 14673750 17,'1DR1965FU.tre" 14673751 18,'1DR1965F\m.tre" 14673752 19,'1DR1965F\s.tre" 14673753 20,'1DR1965F\s1 Are" 1 4673754 LM S 4 NO, 4.5161 41 STATI~ OF SAL April 1, 2003 8w. RmG - verg'ydesign parameters, andRpw Notes oN rmsAm Pirmu 6 awn B6roR6 uss. Design valid for use Only with MRek oonnectos. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertloolly, AppftabMty of dnlgn parameters and proper incorporation of component Is responsibility of building designer - not truss designer, Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stabMiy durkq construction Is the responsibility of the erectot. Additional permohent biboing of the overaN structure k the sesponsbility of the building designer. Fos general guidance regarding fabrication, quality tonne, storage, deNwty, 6recllon and bracing, consull CST -BB OualRy Standard, 086•89 Bracing SpeclRcatlon, and HIN•91 Nandling IndaNmrs and NrocHq Recommendation avoNable from Truss Plate Institute, US D'Onofrb Drive, Madison, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each14other. O WEBS . J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - 0 Q joint and embed fully. Avoid knots and wane jointplatesI /8" from outside edge of v O a ti at t locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I /a length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and Miek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE 8. Plate type, size and location dimensions SIZE shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shag be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel gradeg specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 93WI3-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M`iTeko engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. IM Mi#ek Holdings, Inc. CLIP FORM18,019 aalua. Truss Truss ype ty y 14673734 R1965F A ROOF TRUSS 16 1 Job Reference to tionaq sFebt o industries, nc, on Mar age 11 -1 13 10 20 0 26a 92-1013 do 0 0 41:20 1-0- 0 7-13 6-5.60-b-8 6-" 6-5-6 7-1.3 1-0.0 Scale - 1: 68.6 5.00 F,2 Sx8 5 5xe i 5xe 4 8 2x4` 2x4 3 7 2 8 91$ y d13x8 — 14 13 12 11 10 3x8 = 3M = Us = 3x8 = 3x4 = 3x8 10. 3314 20.0.0 29-8-2 40-0-0 103-14 9.8-2 "-2 103-14 ate Sets - - , - , : - - - - - , 7 - -81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.75 VertILL) -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 WB 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 CHORD 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 =1951 /0-8-0, 8 =1951 /0-8-0 Max Horz 2=-190(load case 5) Max Uplift2=- 8090oad case 4), 8=-809(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT; CHORD ` 2-14 = 3396, 13.14 - 2826, 12-13 = 2826, 11-12 = 2826, 10-11 = 2826, 8-10 = 3396 WEBS c 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 FOC2001; 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 8. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 g, WARMNO - Ver(& destf" pampWm and READ NOTES ON THIS AND Jt6VXRSB =X BN!'OJW U86. wawa l® Design vaNd toy use only with MiTek connectors. This desgn is based only upon parameters shown, and is for an Individual building component to be Installed and loaded Vertloaly. ApplaabMy of design parameters and properIncotpotallon of component is responslbllty of buldig designer - not truss designer. Bracing shown is lot lateral support of individual web members only. Additional temporary bracing to Iraune sfablly during construction Is the responsibility of the erects. Additional permanent bibckng of the overall structure is the reapornlbMir of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etectlon and bracing, consult GST•BI Quality Standard, DSI•49 Srackng Speeftatlon, and Nll•91 Handling Installing and Iracang Recommendation ovolable from Ttua Mse Plate Institute, aD'Onohlo DiNo, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/8 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other, 0 WEBSbo3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 o joint and embed fully. Avoid knots and wane plates/8" from outside edge of v a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chards icespceat /4 panel length(' 6" from adjacent joint.) C,o BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plats Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 101" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusser are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 99 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, PANEL jµerection and installation of trusses. 4 IM Mitek Holdings, Inc. CLIP FORM018,019 MYORaAJR0 X` Jdb Fuss TFRW Type ty y 14673735 R1965F A11 ROOF TRUSS 1 1 Job Reference to tionall s e t e Industries, nc. on Mar 3 1 14:31:46age 5-9-14 11-0-0 17-" 23-0-0 29-0-0 34.2-2 40.0.0 41-0.011:21 1 1-041 5-9-14 5.2.2 a" 6-0-0 6-04) 5,2-2 5.9.14 1-0-0 Scale = 1:69.8 5x8 — 5x65x8 = 3x4 = 5.00 12 4 5 6 7 20 2x4 i 3 6 i 2 9 101! 1 E. d US - 15 14 13 12 11 Us 06 = 3x4 = 3x6 = Us axe = 11-0-0 20-0-0 29.0.0 40-" 11.0-0 9-" 9-0-0 11-0-0 Ste Offsets ... - - LOAQING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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 Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 192 1b 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 No121) BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS2 X 4 SYP No.3 REACTIONS ( lb/size) 2 -1951 /0.8-0, 9 -1951 /0-8-0 Max Horz 2 - 114(load case 4) Max Uplift2=-7630oad case 2, 9=-763(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3.4=-3361, 4-5=-3129, 5-6=-3856, 6.7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2.15 = 3439, 14-15 = 3798, 13-14 - 3798, 12-13 = 3798, 11-12 = 3798, 9-11 = 3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13-106, 6-13=106, 6-11 --854, 7-11 =872, 8-11 =-368 NOTES 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 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inca 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WAMMO - Vero d**Ap^ pamawtere and R&W NOTES ON TMS AND JWVZJM SIDS BEFORB USS. s ea ID Design valid for use only with MRek conneclots. ThA design Is based only upon parametea shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incolpoiatlon of component Is responsibsty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporaty bracing to Insure stability during condtuctlon h the tesponsiblaty of the *motor. Additional permanent brbaktg of the overall shuctute Is the iespon"y of the building designer. Fat general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consu8 OST-88 Quality Standard, DSB-89 tracing Sp"Iflactlon, and HIS-91 Handling Installing and tracing Recommandallon avertlo able fromTrussPlateInstitute, $83 D'OnodDrNe, Madison, W I $3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propedy 13/,. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuwother. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h , Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c O 0- at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices I14at panel length(+ 6" from adjacent joint,) C, C6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mtiek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel gradeg specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusset are the responsibility ofBEARINGothersunlesssliown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANELA& erection and installation of trusses. 01"3 M#ek Holdings, Inc. s CLIP FORM 1s,o1 V N ® KYORDJWR O 0 ,1.. cuss Truss Type ty y DR HORTON 14673736 R1965F A13 ROOF TRUSS 1 1 Job Reference I tionall s e d e n ustnes, i o on Mar age 6-9-14 13-" 17-8-0 22-" 27.0-0 I 33-2.2 40.0.0 41-0 0l 1-0-0 8-9-14 6-2-2 4-8-0 4-e-0 4-e-0 6-2-2 04-14 1-0-0 Scale - 1:69.8 Us = 2x4 11 3x4 = 5x6 = 4 6 6 7 6.00 12 20 \\ 2x4 3 8Z! 2 1 9 10Id 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x8 = 3x4 = 9.1.14 17.8-0 22-4-0 _ 30.10.2_ _ 40-0-0r, 9-1-14 8.8-2 4.8.0 8-6-2 i 9.1-14 Plate Uffsels LOARING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -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 41 Code FBC2001 1 st 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 CHORD 2 X 4 SYP No.21) 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 Horz 2 =131(load case 4) Max Uplift2=-735(1oad case 4), 9=-735(load 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 SOT 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$; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33plate 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 Junaldie Budiman, Lic.#451 MiTek industies, Inc. 14615 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 WAKNR ZING - V*rW deelye pa misty ors and Roan NOTSB ONTMB AND ABVRIRSS BIDS BZMAC UM. .. ® Design vatd tot use only with MRek connectors. This design is based only upon paramWois drown, and is tot an individual building component to be Installed and boded vediooky. Applicability of design parameters and proper Inoorporotksn of component is tesponsblNly of building designer - not buss designer. Bracing shown is sot lateral support of Individual web members only. Additional temporary bracing to Insure slablRy during construction Is the responsibility of the erector, Additional permanent brbcing of the overall structure is the responabilly of the building designer. Fot generol guidance tegoiding tobdoatbn, quality conbol. stomas, delivery, election and bracing, eoraull CST•$$ Quality Standard, 031-89 tracing Specification, and HIt-91 M Tek Handling hutoll na and Nacino Recommendation avatabie from Ttua Plate Institute, $83 D'Onoelvs loDr, Madison, WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other. a WEBS , J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - h Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a i at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I/4at panel length(+ 6"' from adjacent joint.) ca C, 06 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIB shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, oeoo unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusseb are the responsibility ofBEARINGothersunlesssj,own. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 4 1 M Mitek Holdings, Inc. CLIP FORM018.010 lY MAIRM c o Truss Truss Type City Ply D R HORTON 14673737 R1965F A15 ROOF TRUSS 1 1 o tlonal ASCU-SPAN-TH, LONGWOOD, FL 5,000 s Dec 17 2002 MiTsk Industries, Inc. Tue Apr 01 11:07:26 2003 Page 100 7-9-14 15-0.0 20-0.0 260-0 32-2-2 40-0-0 41-0.0 1-0-0 7-9-14 7.2-2 5.0-0 5-0-0 7-2-2 7-9-14 1-0.0 Scats • 1A6.6 6 r6 = 2X4 It SA = 5.00 12 4 6 6 Us G 5A 3° 9 i 2 6 r y 3X8 = 14 13 12 11 10 '3x8 3.4 = 3rA = 3x6 = 3re = 394 = 10-344 20-" 29-0-2 40.0.0r 1 10.3-14 9a2 9-e-2 10-3-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-00-3-0 4:0-3-00-2-4 6:0-3-0 0-2-4 :0-3-0 0-3-0 8:0.4-2 0-1-8 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1,33 TC 0.94 Veri(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 BCL4 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 I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Np.2D *Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 53-7 oc bracing. SOT CHORD 2 X 4 SYP Np.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1951/0-8-0, 8=1951/0-8-0 MaxHorz2- 148(load case 4) Max Uplift2=- 759(Wd case 4), 8=-769(load case 5) FORCES (lb) - 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-WO85, 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=1811; TCDL-4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; pardally;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) oftruss tobearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic.k451 10 MiTek lndusties, Inc. 14516 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNQ - Ver{ t deal" panaawtere and R W NMZ9 ON TWS AND R6VZRW SWE BJr"JtS f78d Design valid tot use only with MITek connootas. This design 4 based only upon patametsts shown, and is tot an hdWual building component to be Installed and loaded vs,dmoly. Applicabilityof design poramsten and proper hcorpotatlan of component is vsiponsYMY of building deslonw - not trues designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bloating to Insure stability duiing construction Is the responsibility of the woolot. Additional psrmansnt brischg of the overall shuetuve is the rssponsibliy of the building designer. Far general guidance regarding labrlaotlon, quality control, stooge, dsWety, erection and bracing, consull QST-88 Quality Standard. Dli lamming Specilloatlon, and HIS-91 A Handling hstaRdMlnqanalintRecommendationavalfromomTrussPlateinstitute, 583 D'Onokla Dtive, Madison, Wl53719. M I 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. 0 For 4 x 2 orientation, locate 0 0 plates r/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tatxillar plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M Teke QGeneral 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 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, QD PANEL TM T® CLIP FORM018,019 HMR0'&R @ 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless sj,own. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses, 01M Welk Holdings, Inc. Jdb russ Truss Type ty y 14673738 R1965F A17 ROOF TRUSS 1 1 Job Reference (OP s e e n ustr es, nc. on ar age 17-0.0 23-0.0 2e-" I 33-10-13 i 40-0-0 g1:2o 1-0-0 6-1-3 6 5 B 5-&6 e-0-0 558 55.8 8 1 3 1-0.0 Scale = 1:89.8 5xe 5x8 = 5.00 rl2 5 8 3x4 ! 3x4 4 7 i 5x8 3 a 1 2 9 10 aa1d 3x8 - 18 15 14 13 12 11 3x8 3x4 = 3x8 = 3x4 = 3x8 = 3x4 US = 84-11 17-0-0 23-0.0 i _31-7-5_ 40-0-0 84-11 e-7-5 8.0.0 8-7-5 8-4-11 Ste Offsets LOARING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -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 1 St LC LL Min I/deft - 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.15 oc purlins. BOT CHORD 2 X 4 SYPNo.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 (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 =165(load case 4) Max Uplift =-781(load case 4), 9--781(load case 5) FORCES (Ib) - 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 11 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;MWFhS 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 CASE(S) Standard Junaidie Budiman, Lic.M451 MiTek Industies, Inc. 14515 North Outer Forty DriN Suite 300 Chesterfield, MO, 63017 Carl.#6634 WAWNG - Vwft doat" pa aeseters andPJ AD NOTES ON TWSAND JIMVE M WM BRIVAN I=- swoe Design valid tot use only with Mitek aonneetom this design Is based only upon potameters prawn, and k tot an Individual building component to be Installed and loaded nettloolty. Applicability of design poiametets and proper Incprpotolbh of component Is tesponslbaty of building designer - not truss designee. Btaoing shown It tot lolerotsupport of Individual web members only. Additional lempotary Wacing to Insure stability during construction Is the eesponslbiilty of the wecloi, Additional•npetmont btaods rage. delivery, erection and ckeg of the verall uctum k the responsbillly of the building designer. For general guidance regoiding fobtlaatlon, quality oonttal, stobracing, consull OST-e8 Quality Standard, 0e9-69 stoeing Specification, and HII.91 MiTek® Handling kntaeilUsa andSmoftRecommendationavailRateablefromDunInstitute. 593 D'Onoab Delve, Madison, Wt 53719. Symbols Numbering System eneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1 • Provide copies of this truss design to the securely seat, building designer, erection supervisor, property 1/8u J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 Q 2, Cut members to bear tightly against each other. car: oNQ WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate et joint and embed fully, Avoid knots and wane plates/a" from outside edge of Vs a4. o at joint locations. truss and vertical web. a Unless otherwise noted, locate chords licespIAC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, For tabular plating format refer to the MtTek/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 gnA Indicates location of joints at which bearings (supports) occur. os FORM018,010 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MTek® PANEIi. TM CP NYDRd,If/Rt 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 spawn. 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. Jeb russ Truss ype ty Y 14673739 R1965F A19 ROOF TRUSS 1 1 Job Reference (o tionaq s e t eIndustries, nc. on ar age 1-04 84.3 12-10-10 19-0-0 . 21-0.0 ( 27-1.6 33.2-13 40-0.0 g ao1 1-0-0 6.9.3 6-1-e 6.1.6 2.0-0 6-1.8 6-1-6 e-9-3 1-" Scale = 1:71.2 5x6 = 5x8 = 5.00 12 5 e 3x4 5 3x4 4 7 5x8; 5x8 S 8 2 9 101d1 3x8 — 16 15 14 13 12 11 3x8 3x4 = 3x6 = 3x4 = 30 = 3x6 = 3x4 = 9.9.14 19-0-0 21-0-0 30-2.2 40-0-0 9-9.14 9.2-2 2-0.0 9-2-2 9-9.14 Ste Offsets - - , •.. _ _ 0- -_, - - : -.. -3' - - -81 psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M112O 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) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11 -1 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT 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 (lb/size) 2 =1951 /0-8-0, 9 -1951 /0-8-0 Max Horz 2=182(load case 4 Max Uplik2=-801(load case 4), 9=-801(load case 5) FORCES pb) - 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 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 801 Ib uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cart. #6634 Awawo - vert* deaava pamxwt*n and mm NOTas oreTars Arm mwalux swa Barone use. t..1ion4p Design valid for use only with Mlfek connectors. This design It bated only upon parameters shown, and is for an MIMuol building component to be Installed and loaded verlloakV. AppNCablNty of design parameters and ptopet inowpomtkxn of component is respond v of building deslgnoi - not hues designer. Bracing shown Is lot lateral support of Individual web members only. Addhlonal temporary brachg to Insure stability during constructlon Is the responsibility of the erector. Additional permanent blarcing of the overall shuctute is the iespom"y of the building designer. For genetol guidance regarding fabrloatlon, qualityconhol, staage, desvery, erectlon and Wooing, consull O87-1118 Quality Standard, DSS-89 Bracing specification, and HIS-91 M ITek Handling indalllnq and SroaftReeommendatlenavailablefrom Dust Plate lnttllute. Sea D'Onolt o Dilve, Madison, WI 53719. 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. All ,•• 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 MiTek/Gang-Nail Joint/Plate Placement Chart. Il/TIspin 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 0 cr 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 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 o MiTek• PANEL TM CUP NMRO-A a0 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 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 sown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 MiTek Holdings, Inc. a ldb Fuss Truss Type ty y 14673740 R1965F A2 ROOF TRUSS 2 1 Job Reference to tional) sFebi eIndustries, no onMar 31 14:31:bage 101 73.14 14-2-0 20-" 23-" I 28-" I 33.10-13 I 40-0-0 1 1-0.0 74-14 6.9-2 5.10-0 3-0-0 5,5-e 6-" e-1-3 1-" Scale = 1:e9.8 US = 5.00 12 5 US 6 2x4 11 a 3x4 - 7 5x8 5x6 3 ex8 = IF 19 5x12 = 8 ex6 2 1 8` 10Ig 9x8 19 18 14 13 12 11 3xe = 3x4 = 20 11 20 11 5x8 = 2x4 II 7.4-14 14-2-0 20-6-0 23.0-0 , 28.5.E _,_ 33-10-13 40.0-0riI 74-14 6-0-2 6-" 2.8-0 55.6 5.5-0 6-1.3 Plate Offsets LOAQING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 2491190 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 at LC LL Min I/dell = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 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 SYP. No3 REACTIONS (lb/site) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=190fload case 4) Max Uplift 2 = -395(load case 4), 16--8290oad case 41, 9=-490(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9-877(load case 7) FORCES Pb) - First Load Case OnlyTOPCHORD1-2 =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 8; 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.#451 MiTek Industies, Inc. 14615'North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 4&WAIRdIl7INO - vert* 4e@4n parameter a and R61 D N0728 ON 7WSfAND XXVZRRX t1M BZMR6 use. ••,• Design valid for use only with MiTek Connectors. This design is based only upon parameters shown, and is far an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblWy of building designer - not trust designer. Siccing shown b for lateral support of Individual web members onty. Additional temporary bracing to Intum stability during construction Is the responsibility of the elector, Additional permonenf bibeing of the overall structure is the responsibility of the building designer. For general guidance regarding lobriratlon, quality control, staage, delivery, erection and bracing, comull OST-88 Quality Standard, DSB-69 Iliac" Specification, and HIB-91 MiTek® Handling InstaSma and Bracing Recommendation ovallobie from Truss Plate bInstitute, 583 D'OnohDrive. Madison, WI $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. B„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each2 " other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a r , 0 joint and embed fully. Avoid knots and wane plates I/8" from outside edge of c o a ,ti = at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless spawn. nA Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses. 01993 Mtek Holdings, Inc.. FORM018,019 OOMm-NAIL HMRO,AM (10 JOb cuss Truss Type ty R1965F A7 ROOF TRUSS 1 2 14673741 Job Reference (o' tional) sFebI aindustries, nc. on Mar age 3-9-14 74)-0 13-6-14 20-0-0 26-5-2 I 33-" 36-2-2 1 40-0.0 91ao11:21 I I i 1-0-0 3.9-14 3-2-2 6-6-14 6-5-2 6 2 641-14 3-2-2 3-9-14 1.0.0 Sale =1:69.8 c axe = 5.00 axe 12 Us= 7x8 = 4x6 = 4 5 6 7 a 2x4 2x4 3 9 2 10 11Ia' 1 d 3x8 - 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5X6 = 30 = 7.0.0 13-6.14 20-M 265.2 1 33-0-0 40.0-0r - 7 0 0 6-6.14 6-5-2 6.5.2 6.6-14 7-" Plate Offsets - LOARING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 VertILL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 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) 1st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 *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. SOT CHORD 2'X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYp'No.3 REACTIONS (Ib/size 2-3875/0-8-0, 10=3875/0-8-0 Max Horz 2= 79(load case 5) Max Uplift2=-2028(load case 2), 10 = -2028(load case 3) FORCES (Ib) - 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= 7514, 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 1 Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 21 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 (plf) Vert: 1-4=-74.0. 4-8=- 154.2, 8. 11--74.0, 2-16=-20.0, 12-16=-41.7, 10-12--20.0 Junaidie Budiman, Lic.#451 11 Concentrated Loads 3. Vert: 16 =-603.2 12 =-603.2MiTekIndusties, Inc. 14615 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 pwalemw - verW design parantot r, and ream Norse oN Tare AND RLvzmw wDz sir"its oats. non"We Design validfor use only with MlTek oonnectors. This design Is based only upon parameteo shown, and k tot an hdlWduol building component to be El Installed and loaded vertically. Applicability of design patdmeters and pfoperhcaporationofcomponentIstesponslbbly, of bueding designer - not Huss designer. Bracing shown Is,for Weld support of individual web members only. Addl1lonal temporary bracing to hsute stability duing construction Is the te responsibility of the eclor.,Additional pwmanenl brbchg of the ov*101 shuctum Is the responslbetly of the building deslgnet. For general guidance tegoiding fabrloailon, quality conhol, storage, Wivety, erection and tNaohg, consull CST-aa Quality Standard. 0:0-89 Bracing Specification, and NIB-91 MiTek® Mandlino Insfallinp ant! Brock* Recommendation available from Dust Rate Institute. 893 D'Onoklo olive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1$4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 2 0 For 4 x 2 orientation, locate 0 X plates IA" 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/Gcng•NailJoint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slats. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM016,019 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 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 19! 0 MTek• AGeneral 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 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, PANEL TM CUP HYDRO,A/R 41) 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 Mitek Holdings, Inc. Job russ Truss Type y RHORTON 14673742 R1965F A9 ROOF TRUSS 1 1 Job Reference to tionaq s e e n ustrrea. nc. on Mar age 4-9-14 9-0-0 14$-0 20-0.0 25-8.0 31-0.0 35.2-2 l 40-0-0 411 1-" 4-9.14 4-2-2 5-e411 5a0 5S0 5.6-0 4-2-2 4-9-14 1-0.0 Scale = 1:69.8 Sxa = &a30 = 5xe = 3x4 = 5.00 52 4 5 6 7 a 2x4 2x4 3 9 2 70 11 3x8 17 16 15 14 13 12 3x8 US = 4x6 = 3x4 = 3x4 = 44 = Us = 9-" 164-0 23-8-0 31.0-0 40-" 9-0.0 7-4-0 7.4-0 74-0 9-" Plate Oftsets : : : : :0-4-2,0-1-81, 116:0-3-0,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLI: 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -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 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No2D 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=960oad case 4) Max Uplift2=-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 11; exposure 8; 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 Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 O, WARNING - Var{ k desert pammRters and R&40 NOMS ON TW5 AND RBVZRA6 SWX 6ENORb' USX. Mawr Design void tot use only with MiTek connectois. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertkwpy, Applicability of desgn porameten and proper Incorporation of component Is tesponslbilty of building designer - not truce designer. $racing shown to for lateral support of Individual web members only. Additional temporary bracing to Insure stabliti during construction Is the respons[NNty of the ematct. Additional permanent bNOV of the overal structure It the responsWitly of the building designer. For general guidance tegarcIN fabrlcatlon, quality conhoi, storage, depvery, erection and bracing, consult OST-ace quality Standard. DSI-$9 gracing SpecRlcatkrn, and HI$-91 MiTek® Handllna Installing and Srocing Recommendation avalloble from truss Plate Institute, 593 D'O"ItIo Drlve, Madison, WI $3719. Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2ca other. O , J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , ; 0V-3: joint and embed fully. Avoid knots and wane plates/s" from outside edge of Q O a X at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces1P at /4 panel length(' 6° from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nap Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessspawn. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer, 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 01M M tek Holdings, Inc. L CLIP FORM016,019 nL41t ® HMRO,ruR 0. w; JOb russ Truss Type ty Y 14673743 R1965F AG1 ROOF TRUSS 1 1 Job Reference (o tionaq sFebr e Industries, nc, on Mar J1 14:31:54age 7-" 1440 20.0.0 ) 23-0-0 I 28-M 1 33-10-13 40-" 41-0.0I 1-0-0 7.6.0 730 5-M 3-0-0 6-" 54" 6-1.3 1.0.0 Scale s 1:69.8 5xe 5.00 FT 5 4x6 6 4 3x4 7 Usi 5x6 3 7 16 5x1 a 7 1 = 4x6 = y v it 2 ; 9 II 9 10117 Us = Us = 1a 14 13 12 11 axe 2. 50 F12 5i e — 7- 6-0 145.12 14r" 20d-0 23.0-0 26- 5-6 33-10-13 40-0-0 r 7. 6-0 6.11-12 03-4 5.7-0 2.6-0 5.6.6 5Sa 6-13 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 BCLL 0.0 Rep Stress Incr NO WO 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.21) *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=1900oad case 4) Max Uplift2 = -363(load case 4), 18=-407(load case 4), 16=-537(load case 5), 9=-502(load case 5) Max Grav 2-7331load case 6, 18=829(load case 6), 16=17430oad case 11, 9=880(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=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 M1120runless otherwise indicated. 5) 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 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASEIS) Standard Junaid' ie Budiman, Lic.#451 MiTek Industies, Inc. 14615 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cart.# 6634 4& WARNV#G - T+er(f){t design pamrmeters afat PJt4D NOT28 ONTIUS AND 1' ZVZPS6saes BMW toss ..... Design valid for use only with MISek connectors. This design is based only upon parameters shown, and is for an IndWuol building component to be Installed and boded vertically. Appiloobaty of design parameters and proper Incorporation of component is IesponslbBBy of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bil soi ng of the overall structure Is the responsibility of the building designs. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality standard, 081-69 Bracing Specilleatbn; and HII.91 MiTek® HandlingInmtfallinpandBrocirmRecomendatlonavolablefromTrustPlateInstitute, 583 D'Onohio DrNe, Madison, W 153719, 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. 0 For 4 x 2 orientation, locate 0 plates I/a" 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-Nall 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 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 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, 4922leSBCCI87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. FORM018.019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek" HYDRO,A/R General Safety Motes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. UP PA NEL IM Mitek Holdings, Inc. uP N Job Truss Truss I ype ty y 14673744 R1965F AG2 ROOF TRUSS 1 1 Job Reference (optional) sFebI e n ustr s,Inc, on Mar age 1 0-0 7-0.0 14-94) i 16-7-3 22-04) 123-0-0irI 1.0.0 7-" 7-3-0 1-10-3 5-4-13 1-0-0 4x6 II Scale1:45.1 6 2x4 11 2x4 I I5 7 e I$5xa2x4 11 2x4 11 2x4 I I3x4 _ 3x10 II 5. 00 12 34I I 6 1 = 2x4 11 i II 2 1 2x4 II a = 2x4 II 2x4II2x4 11 3x4 = 10 2. 50 52 2x4 11 22.0.0 7- 6-0 14.6-12 1#9 20.4-0 21:9r0 i7- 6.0 7-0-12 0-2-4 5.7-0 0-" 1-4-0Plate Offsets • - - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLC 30.0 Plates Increase 1.33 TC 0.95 Vert(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/deft = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. SOT CHORD 2 X 4 SYP ND.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 = 73410-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Harz 2 = 3540oad case 4) Max Uplift2--308(load case 4), 10=-514(load case 4), 7=-2180oad case 5) Max Grav 2=735(load case 6, 10=1081(load case 1), 7=405(load case 7) FORCES ( Ib) - 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 SOT 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 11 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) 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 CASE(S) Standard Junaidie Budiman, Lic.M451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARMNO - Vw j/ design pantonsters and RISAD NOTES ON THIS AND X2VSRSX XWZ BSYOM UM. Design valid lot use only with MIIek connectors. This design Is based onty upon parametea shown, and Is for an Individual building component to be Installed and loaded vedloolly. Applicability of design parameleis and proper Incorporation of component k responslblNty of building designer - not truss designer. Bracing shown Is for lateral support of kldNI dual web members only. Additional temporary bracing to Insure stability during construction It the tesponsibility of the ereclof, Additional permanent bibcIng of the overall structure k the ietponslbOy of the building designer. For general guidance tegaiding fabrication, quality control, storage, desvery, erection and bracing, consull GST-68 Quality Standard, DSS-89 Bracing Specification, and HIS-91 Handling Instatlklp and BracWQ lecommendallon available from Truss ftfe b Institute. $93 D'OnohDrlve, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/9 securely seat. J2 J3 J4 owner and all other interested parties.. F TOP CHORDS 2, Cut members to bear tightly against each other. a WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 0 joint and embed fully. Avoid knots and wane plates I/a" from outside edge of 0 0 ay at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords lacesIP 4 length(* 6" fromatpanel adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE Preservative treated lumber. For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Plaeemerd Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft• spacing, or less, 9 no ceiling is installed, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, PANEL rr c erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 IfMRO,AIR®. w Jeeb russ Truss ype Y 14673745 DR1965F B ROOF TRUSS L-. 1 Job Reference to tional) s e n mines, nc. on ar age 1-0-0I 5-3-14 10-0-0 14a2 20-0-0 .21.0.0 1-0-0 5314 4.8.2 4-e-2 5314 1.04 Scale-1:36.0 4xe = 4 5.00 52 2x4 2x4 3 5 2 8 7i1 Ig 3x4 = 8 30 = 5x8 = 20-M 10.0.0 10-0.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLC 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -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 1st 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 purlins. SOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6-1004/0-1-8, 2 =1024/0-8-0 Max Horz 2 =105(load case 4) Max Uplift6=-429(load case 5), 2=-4421load case 4) FORCES 0b1 - 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 CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 Q,IVARMNO - Yerrt& doagees, parnrserrterst and READ NUMB ON =8 AND REVERSE SWE BEJiOW MIR. Design valid for use only with Week connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertbolty. Applicability of design parameters and proper InoofMation of component Is responslblNty of building deegher - not truss designer. Bracing shown k lof lateral support of Individual web members only. Additional temporary bracing to Insute stability clueing condmctbn Is the iesponsiblity of the ereclol. Additional permanenl bRioing-of the overall stiucluee is the iesporesiblilty of the building designee. Fat general guidance fegaiding tobekadore, quality control, storage, dalivery, erection and bracing, consult OST-418 Quality Standard, DSS-69 Srackp Specification, and HIS-91 Handling Installing and llmoing ReaomrlSerWarton available hb learnTrussPlateInstitute. 563 D'OnohDelve, Madison. W183719. MiTek Symbols PLATE LOCATION AND ORIENTATION 110- 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates /s" 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-Nall 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 AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 9n.4 FORM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek" NYDAO'uel/Al§ MM TM PANEL CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job rus Truss ype ty y 14873746 R1965F BG ROOF TRUSS 1 1 Job Reference o tional) VonsFebienustes, IA Mar age 1-0-0, 5-3-14 to." I 14-8-2 I 204)-0 121-04) 1 1 1-" 53.14 4-8-2 4-8-2 5314 1-0.0 Scale - 1:38.0 Us = 4 2x4 11 2x4 11 5.00 22 3x4 r, 8x4 2X4 11 3 6 2x4 II II 26 o- II o 0 2g 2 171 If 7 I$ 27 2x4 11 10 2x4 11 2x4 11 8 2x4 11 8 2x4 11 28 3x4 —_ 3x4 2x4 11 7xe = 2x4 I I 2x4 11 5314 10-0-0 , 14.8-2 20-0.01 5-3.14 4-8.2 4-8-2 5314 Plate offsets MY): : - _, LOADING (psf) SPACING 2-0.0 CSI DEFL in floc) 1/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 st LC LL Min I/deft = 360 Weight: 124 lb 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.2NO 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 Harz 2 =107(load case 4) Max Uplift6=-373(load case 51, 2=-373(load case 4) FORCES 0b1 - First Load Case Only TOP CHORD 1.2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 SOT 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 F$C2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category If; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 31 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 I O.O1b 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 ilb) Vert: 27=-15.7 28--15.7 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14615 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 SENIOR AWARMM - Ver(Jjt design ,paramrtoro and RMAD NOTES ON TW8 AND REYER8E BIDS BEFORE t=. enni!fig Design valid for use orgy with Mltek connectors. This design k based only upon parameters shown, and b for an ittdMdual building component to be Installed and loaded vertically. AppftabMy of Wslgn parameters and proper Iroosporatbn of component It iesponsIlWy of building designer - not truss designer. Bracing shown is for lateral support of IndNldual web member only. Additional temporary bracing to insure stability during condtuctlon is the tesponsiblilty of the erector. Additional permanent britc" of the overall shuclum k the tstponaibOy of the building designer. For general guldonce regarding fabrication, quality conhol. storage, delivery, erection and bracing, consuit CST-•B Quality Standard, 085-89 Bracing Speaftatlon, and HIN-91 MiTek® Handling Indaitlna and Bracing NecominondallonavaMable from Truss Plots Institute, 583 D'Onoblo Dtivs, Madison, WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPI/4at panel length(' 6" from adjacent joint.) ce C, c6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang•Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or loss, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. O 1 "3 Mitek Holdings, Inc. y ' CLIP FORM018.079 1VAIL ® A IOI YIA CY Jab Truss Truss Type ty y 14673747 A1965F CG SCISSORS 1 1 Job Reference to tional) s e r eindustries,Inc. anMar age 1-0-0 i 4-0-15 7.8.0 t 10.11-1 I 15-0-0 F16-0-0I 1-0-0 4-0.15 35.1 3b1 4-0.15 1.0.0 Scale 1:28.4 Us = 4 R 5. OD F12 2x4 = 2x4 = 3 5 8 2 5z8 = e 1 7 Ig 2.50 12 3x43x4 7S0 15-0-0 7.6.0 Plate Offsets . LOADING (Pat) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL' 30.0 Plates Increase 1.33 TC 0.29 Ven(LL) -0.12 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Ven(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/deft = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2DBOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS ( lb/size) 2=782/0.1-8, 6=782/0-1-8 Max Horz 2=-80(Icad case 5) Max Uplift2=-340fload case 4, 6=-340(load case 5) FORCES ( lb) - 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 11 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate 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 CASE(S) Standard Junaldie Budiman, Lic,#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cen,# 6634 r' YVmmo - vw f j/ deafen pnransetenr ww RcAD NU7c8 ON Two AND REV aim SwE BEFORE use •••, Design vaNd for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be InstoNed and loaded vertically. AppNGabaty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of WKWIdual web m*mbirrs only. AddBWnal temporary baocing to Insure dobMV during construction k the responslbWty of the erector. Addltlondi permanent brlicing of the overall structure k the responsibility of the building designer. For general. guidance regarding tabrbatlon, quality control. storage, dellvary, erection and bracing, consult OST•44 Quality Standard, OSS-69 Bracing Specification, and Ni1.91 MiTek® HandlingInstalNnqandSmeln0RecornmenddtlonavailablefromTrussPlot* Institute, 583 D'Onokb Drive, Madison, W163719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate v plates I /s" from outside edge of 0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 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 LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N ss MiTek® NYDRO,IlIA TM PANEL CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Miitek Holdings, Inc. Jab Truss I russ I ype ty y 14673748 F09651' J ROOF TRUSS 14 1 Job Reference toionaq FTF , sFebI e. Industries,Inc.! OnMar age 7-" 1-0-0 7-" 3 Scale = 1:17.7 5.00 12 2 4 20 = 7-" 7.0-0 LOADING,(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 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) 1 st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP -CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc 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=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2-188(load case 5) Max Uplift3=-213(load case 5), 2=-138(load case 4) FORCES (Ib) - 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 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 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic,#451 61 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AwARNING - VerW silrdyn paroniteum and Raw Noma Ol1T rim AND Ramm Sinn Balr'om USE. Design valid tot use only with MiTek connectors. This design b based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. AppllcablRy of design parameters and proper Inowporatlan of component is tesponslbNsy of building designer - not truss designer. Bracing shown Is, tot lateral support of Individual web members only. Additional temporary bracing to Insure stablilly during construction is the responslblilly of the etectoi. Additional permanent brbcing of the overall structure, is the responslbNty of the building designer. For general guldance regarding fabrication, quaBlycontrol, starage, delivery. erection and bracing, consull OBT-lea Quality standard, DII-I9 Irocing spectaaatlon, and MII.91 Handling InsfaNMrs and Irslcirm Recommendation ovalloble from Truss Irlate Institute, 683 D'Onohla Drive, Madison, WI 53719. 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. 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 Mirek/Gang-Nall: Joint/Plate Placement Chart. JK 0 Q 0 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. 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 Indicates location of joints at which bearings (supports) occur. MTek® PANEL TM CLIP FORM018,019 OHO-ntaL ® MYMO-A/R0 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 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, •rf 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. 0 1 0 1 eb Truss Truss Type Qty Ply D R HORTON 14673749 R1965F J1 MONO TRUSS 10 1 optional) CU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page s 1.0-0 Seat • 1:6.5 2 5.00 P2 4 1-0-0 214 1-0-0 OARING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP CLL- 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 CDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a CDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 5 lb UMBER BRACING OP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or I-M oc purlins. OT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. FACTIONS (lb/size) 2=177/0-8.0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uolif12=117(load Case 4), 3=-21(load case 5) Max Grev2=177(load case 1), 4=9(klad Case 1), 3=28(load case 4) ORGFS (lb) -First Load Case Only OP CHORD 1-2=28, 2-3=-37 OT CHORD 2-4=-0 OTES Wind: ASCE 7-98 per FBC2001;120mph; h=18ft; TCDl=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; pattially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Referto girder(s)for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. OAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.# 6634 Q WilRVXQ • Ver WdeelEn nsetom and READ MWXSON TMSAND MVXRW =Z 88"M USE. eerssees pwDesign vaNd for use only with MRek connector. This design is based only upon parameters strown, and Is for an IndMdual butding component to be Instated and boded vertically, AppNaabi lty of design parameter and proper Incorporation of component It respon"y of building designer - not truss designer. Bracing shown Is lateral support of Individual web members only, AddBbnal temporary bracing to insure stabtBy during construction is the of the erector, AddttkNral permanent btbcIng of Inc overall shucfum Is the respon"y of the building designer. For general guidance Zponstbllltyordingfabrbatbn, quality conhot storage, delivery, erection and bracing, consull OST-80 Quality Standard, DSO•89 Irockrg SpecMcallon, and NIB-91 Handling Indalling and Imaing Recommendation avatable from buss Plate Institute, 593 D'Onobio Drive, Madison, WI 59719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 4 J2 J3 J4 TOP CHORDS owner and all other interested porties.. 2. Cut members to bear tightly against eacha other. O Cr J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate YCI 0 Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 1length(' at /4 panel 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/ Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING V nAIndicates location of joints at which bearings (supports) occur. FORM018, 014 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 mi! 0 MiTek• PANEL TM CLIP HYDRO, A/A® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1 " 3 Mitek Holdings, Inc. Job Truss 1russ ype ty y 14673750 R1965F K ROOF TRUSS 4 1 Job Reference (o tionall s e e n u ties, nc. on Mar age 1-0 0 3 Scale = 1:13.9 5.00 12 2 4 20 = 1 5-0-0 1 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a, M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237' BCLt 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/defl = 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X-4 SYP 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 Harz 2=137(load case 5) Max Uplift 3--149(load case 51. 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 CASEIS) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 Ytrft dea(gin pwasseter, and R6Av NOT66t ON Two AND Rxvzmm 9(Dd' BxroR6 um tewssw® wmmm Design valid tot use any with Mitek connectors. This design It booed onty upon parameters shown, and Is tot an Individual building component to be lnsioned and loaded vsrtloo#y, Appt*abMy of design parameters and proper Incorporation of component Is issponsbMty of building designer - not truss deslgnat. Bracing shown Isfar lateral support of Individual web members only. Addtional temporary bracing to Insure stability during construction it the responsibility of the erect at. Additional permanent biboing of the overall structure Is the tesponslblMy of the building designer. For general guidon** regoidingfabrkatlon, Quality control, storage, deWeiy, •rscilon and bracing, consul OST-88 OualRy, Standard, DSI-89 tracing Speaftatioh, and 1411.91. M HandiinpInstalifivandIlmolnoRecomnmendatioavolablefromTrussPlatsInstitute, S93 D'Onosio Drtvs, Madison, We 53719. iT@k Symbols PLATE LOCATION AND ORIENTATION 13/44 *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/6" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM019,019 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 FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 M Teke TM CALIPNELP MAN-@ NYDAo,A/RC 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 i14 panel length(* b" 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 trussips 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. Cure should be exercised in handling, erection and installation of trusses, 01M Mitek Holdings, Inc. pb russ Truss Type ty Y 14673751 1965F L ROOF TRUSS 4 1 Job Reference l0 tionall SFeb!.eindustries, n0'. on Mar . age a-0-0 3-00 1-0-0 3-0.0 Stale = 1:9.2 5,00 t2 2 t 4 2X4 — 3-0-0 -- - 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Ven(LL) n/a Ma M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.03 Ven(TL) 0.01 1 >999 BCLE 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOr CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, REACTIONS (lb/size)3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz 2=8511oad case 51 Max Uplift3--831load 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 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 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 WARNIWG - iter'W derdyn pmrsamosm and RSAV NW96 ON TMS AND R6VERW SME 89"RX EMS. ssssrswA, Design valid for use only with Mifek connectors. this design Is based only upon parameters drown, and Is for an lndWkiuol building component to be Installed and boded vertically. AppSaabilly of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer, Bracing shown Is for lateral support of IndlvWual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the ereotcr.. Additional permanent bracing of the overall dructure k the responsibility of the building designer. For general guidance iegofding fabrication, quality control, storage. delveiy, efectlon and bracing, consult OST-,a Quality Standard, 089-89 Bracing Specification, and HIS-91 Handling Installing and hPlate hosingStecommww1aflonavailablefromTrussinstitute, 583 D'Onohlo Drive, Madison, WI63719. M iTek Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X 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 MiTak/Gang-Nall 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. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018.019 WISC/DILHR 870040-N, 930013-N, 910080-N Is! 0 MiTeke MYdRO,a1R TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 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. O 1993 Mitek Holdings, Inc. Job Truss Truss ype ty y RHORTON 14673752 1965F M ROOF TRUSS 4 1 Job Reference to tional) s e t e industries, nc. on Mar age 3 1-0.0 1-0-0 Scale = 1:5.5 5.00 FIT 2 h 1 4 1-0-0 2x4 1.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl 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 BCLE 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/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT'CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3--17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2-4511oad case 4) Max Uplift3=-21(load case 51, 2=-11711oad case 41 Max Grav 3-260klad case 4), 2-177(load case 1), 4=9(Ioad case 1) FORCES (lb) - 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; If -18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category l l; 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 CASE(S) Standard Junaidie Budiman, Lic.#461 1 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 CerL#6634 WARNING - Vwft design+ pmunteters wW READ NOTES ON1 fYIS AND RRVICROX BIDE BZ"JW tJSB. Design valid for use only with Mlfek conneclors. 11hls design Is based only upon parameters shown, and Is lot an IndMdual building component to be Installed and looded vedloanty. AppScabSnty of design poiametets and ptcpet Ineotpoiallon of component Is iesponslbWty of building desgnef -hot truss designer. Stocing shown It lot foteialsupport of Individual web members only. Additional temporary bracing to Insure sioboy duil ng consituction Is the tesponsibAlty of the wectol. Acidiionol permanent brarcha of the overall shuctute Is the responslblit y of the building designer. For general guidance regatdkng fabrbatlon. quaintly conhol, stofage, deNrsry, erection and btacktp. consull OST-88 Quality Standard. OSI-89 tracing SpeaMkatic^ and NII.91 suss Plote Institute, 50 D'Onohfo Drlve, Madison, W153719. Handling Installing and tracing Recommendation available RusM ?ek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14cr other. 0 WEBS 4J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 , ; 0 joint and embed fully. Avoid knots and wane plates I/a" from outside edge of u 0 L = at joint locations, I truss and vertical web. a O 4. Unless otherwise noted, locate chord splices at to length(' 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum pk3ting requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. I'CBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 56CCi 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints atnA 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional M Teke engineer. 16. Care should be exercised in handling, TM CLIPE erection and installation of trusses. O IM Mitek Holdings, Inc. MOFORl8,Ol9 fi711NGiWA1L ® OfMRO WR 0 gb Truss Truss Type Oty Ply D R HORTON 14673753 1965F S ROOF TRUSS 2 1 M 0 tiOnal ACLU-SPAN-TH, LONGWOOD, FL 5.000 a Dec 17 2002 MITek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1-54 i 546 I 9-10-13r 1-&0 53 5 4 7 a als5 1:18.5 I 3.64 tY 3M :i 3 d 2 e 2A II7 8 5 3.4 2.4 = 5.3.5 9-10-13 54Z 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC OA5 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 HOrz(TL) 0.01 5 n/a BCDL 10.0 CodeFBC2001 Matrix) 1 st 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/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=228(load case 2) Max Uplif#=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=84 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 FSC2001; 120mph; h=18fk 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 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 (pif) Vert: 1-8--74.0 Trapezoidal Loads (pif) Vert: 8=0.0-to-4=-183.1, 2=-1.74"=-49.5 Junaidie Budiman, Lic.1/451 MiTek Industies, Inc. 14515 North Outer Forty Dr o Suite 300 Chesterfield, MO, 63017 Cert. S'6634 Yt WARMNO - Verft desrtytt penutrwttom toad READ NOTES ON TIUS AND REVERSE SIDE 8ETOR6 tffl& irw Design valid tot use only with MRek oonnectOls. This design Is based only upon parameters thown, and is for an "K"uol building component to be Instated and loaded venlooty, Applicability or detfpn parameters and props InwwpotaTlon of component It responslbaty of building designer - not truss designer. Stocing shown is fat iotetal suppotl of Individual web membets only. Additional temporary btoektg to Insure stabRty during eonsttuction It the tesponslbilily of the eteclot, Additional petmanent brarcing of TM ovetail shuefure k the tesponablSty of the building deslgnet. For general guidance tegording labrioatlon, quality conhol, storage, delivery, erection and bracing. consuR OST-ae Quality Standard, OSI-89 gracing Specification, and 14II.91 MiTek® HandlinglnttalitandItaeftRecommendationavailmTrablefromftonlInstitute, 5a3D'OnooDtive, Madison, WI53719, Symbols PLATE LOCATION AND ORIENTATION 0110, 13/44 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates I/s" from outside edge of otrussandverticalweb. 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 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 001, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. lll[ MiTeke TM PANEL CLIP 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 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. 01M M tek Holdings, Inc. r i x jpb Truss Truss Type City Ply D R HORTON 14673754 4965F S1 ROOF TRUSS 2 1 a optional) 4,CCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 91 11:05:03 2003 Page 1-0 t50 t r0 t5-0 Stab . 1:5.4 d 2 154 12 ti 1 a 1-5.0 2xa — 1-b4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TC4 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 BOLL 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 Well = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-40/Mechanical, 2=193/0-8-0. 4=6/Mechanical Max Horz2=47(lood case 2) Max UpI183--40(load case 1), 2=-175(load case 2) Max Grev3=25(load case 4), 2=193(load case 1), 4=6(load case l ) FORCES (lb) - First Load Cass 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 (pit) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.6-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidle Budiman, Lic.#451 10 MiTek industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARmwG - Yer{,jjt dsaign pamursetere andREAD NOTES ON TmsAND ItE1r w swir 19EFORE U86. Design vand far use only, with Mltek oonneolois. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically, Applicability of design parameters and proper Incotpofatlon of component is responslbi of building deslpnet - not puss deslgnet. Biocing shown Is for lateral support of individual web member only. Additional temporary bracing to hsum stability duing construction is the tesponsibl5ty of the *redo; AddBbnal permanent blLschg of the ovetat structure is the fesponslblilly of the building deslgnef. For general guidance regaiding tabrkatlon, quality control storage. delivery, erection and booing, consufi OU-at quality standard, DSB-89 traoing specification, and HIS-91 Handling Installlna and Brocffp Recommendation avallable ffom Truss Plate institute, 593 D'Onoltlo DtNe, Madison, Wi 53719, M Tek Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS a Cr 0 r 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 LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 93WI3-N, 910080-N Indicates location of joints at which bearings (supports) occur. 1 M Teke TM PANEL CUP FORM018,019 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 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, O 1M M tek Holdings, Inc. f 40- - MEE ME ME ME O OI CD I I ME 0 11ME El Mimi 1. ME 5_- - 0 1 i1 A I\ N INC= : ALL BEARING WAILS TO BE PLACED I . L 1 PLY HGR. G TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. d 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. L 3 PLY HGR. SIGNED APPROVAL• X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: S LOAD:SHINGLES CU SPAN CUSTOMER: D R HORTON H:12" A7-321-1440 BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG. BLOCK M r II VOLUME 1 12/10/2003 .11:30 FAX 662 329 4610 TRIVOIST TE: 12/10/03 DM: TONY ATKINS 800-844-8281 K.. 662-329-4610 PAGES: 2 9 001/002 33 jj TO: Bill Blanchard Bill Here's the analysis sheet that you request that shows a single member supporting the point load on the opposite side of the header. Hard copies will be mailed to you on both the repair and the analysis sheet. Thanks, 11/26/2003 09:05 2057567683 JOSEPH MARION ALLEN pleas, lam- 33 a 4t4 4A.P yy JU EPH MARION AI.LEN, I't.D. PROFESSIONAL ENGINIEER 2205 FOURTH STREET - SUITE 20 TUSCALOOSA. ALABAMA 35401 PHONE (205) 752-2677 To: 11 61 cti Finn: CG 1 r From: Jo epli Marion Allen Date: 11 1 LT/z COMMENTS: 124x C Y Co V 'r- )1. PAGE 01 FAX(2051730.76B3 Please deliver this r of _ -'' pages, including this cover sheet, to the above nwied person as soon w possible. If there is miy difficulty with this Uw1smission, please call (205)752-2677. '11mik you e13. much. 111:"1 iR, r-AX Nt.-VI ER: (` 05)758-7(i8, J REPAIR IS FOR J 1624 0 24" O.C. SPACING SUPPORTING A UNIFORM 40/10/5 LOADING AS WELL AS A I,045# POINT LOAD FROM 4'-0" LONG LVL HEADER. LOAD HAS BEEN PLACED ON SINGLE COMPONENT. THERE IS AN ADJACENT JOIST NEXT TO JOIST WITH POINT LOAD. (3/4" CAP BETWEEN) iro,, PreAW Off .K oid xur.,t.rrxrr7r. pO-oQRlQq Q M0.161 a; PRCfE5SI0NA1 S eeyQI '.r1 J PQv. zS , Zo o3 13/4' FILLER GUSSET PLACED BEWEN JOIST.1 18 —10 23' — f 04 POINT LORI TO REPAIR JOIST AND CREATE GIRDER MEMBER, A SECTION OF 3/4" DECKING MUST BE REMOVED FROM TOP CHORD AT POINT LOAD LOCATION. A 3/4" FILLER GUSSET MUST BE PLACED BETWEN MEMBERS, SECURE WITH GLUE AND SCREWS, THEN A SIMPSON THA426 STRAP HANGER MUST BE INSTALLED SO THAT STRAPS ARE COVERING BOTH MEMBERS. CLIENT Accu--Span Truss Co IPPOJ Dr. Horton Fll_F: ASTCHORTON BY TRA I 114TE 1112510.5 All information on this drawing is based in port on information, drawings and specs. provided to TrimJoist Corp. by other parties. TrimJoist is not responsible for errors resulting from such sources that may beincompleteorfaulty. No attempt has been mode by TrimJoist C&P. to verify the odequicy of support structures such as stud walls. columns, foundations, soils, etc. field verification of dknensions and TryrnJolst specs, should be mode prior to erection. D cm m N 19/10/2003 11:30 FAX 662 32 4610 TRIMJOIST 4 [J002/002 D Stock Project Truss Description Qty By Run Time J 1620 .AccuSpan Truss Dr. Horton 1 TRA 11/25/03 3:14:51 PN 6 1 3 6 8 10 12 14 17 19 21 23 25 TrimJoist Project Design System version 4.1 Geosetric Data Design Considerations Span: 1918.000' - No Cantilever(s) have been considered Trim(L): 0'0.000" - Concentrated Loads have been considered Trim(R): 014.000" - Product design conforms to NDS 1991 Depth: 16.00" - Plating conforms to ICBO #5243 and ANSI/TPI-1995 (Truss Plate Institute) Deflections assume no composite action Va1ae Adjustaent factors Lumber/Plate Duration: 1.00 Repetitive Member: 1.15 Onifo= Loading Spacing: 24.00" TC Live: 40 psf Dead: 10 psf BC Dead: 5 psf maxim nt Axial forces, COI• & Deflections Def Dead 0.13 L/1767 Def Live 0.36 L/ 656 Def Total 0.49 L/ 479 P Top: 4676 LbS C CSI=0.39 P Bottom: 4676 Lbs T CSI=0.60 P Webs: 2272 Lbs C CSI=0.42 Reactions (Min Brag Width) Total Node: 1 1120.37 Lbs (1.50") Total Node: 25 2087.88 Lbs (1.50") Load axoeptions Conc. At: 18'10 = 760L 285D lbs LE , v! P t6S t? afi uc ic -- tJas f I,Jt ti This design Is foran individual component only and is based on in1ri rmation provided to TrhnJobt Corporation by other parties. TrimJoist Corporation disdains any and all responsibility for damages as a result offaulty, incorrect, or incomidete information, spedBcatioas, ordesigns supplied by other parties. The loads shown herein, and other design assumptions, must be verified by the building owner or his agent Trusses are to be handled and erected in accordance with the ' WO.91" document as published by the Truss Plate Institute (TPI). Contractor must prevent excessive bads during construction. AN temporary and permanent bracing that may be required must be specified and Installed by others. Ali Chord material is2xil#1SP grade or better. AD web material is2x4 ON grade or better. Any design considerations marlaed "U:" were inserted bythe user of the Trimlolet Project Design System, and not by Tr Woist Corporation. Any impression, seal, or original stamp affbted hereto by any Registered Engineer or Architect indicates this design was made under the oversight of said Engineer or Architect. Design Copyright 01995-2003 by TrimJoist Corporation, USA - Aff Rights Reserved - Phone (800) 844-8281 FOR'W60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address:330 Lw i_tmK.o Permit Number: Permitting Office: City, State: Staw. r (, owner: 1). Jurisdiction Number: 9-. tt+. LTON Climate Zone: Central 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 48.0 kBtu/hr - 3. Number of units, if multi -family 1 _ SEER: 12.00 - 4. Number of Bedrooms 5 - b. N/A - 5. is this a worst case? Yes - 6. Conditioned floor area (ft2) 2284 W c. N/A - 7. Glass area & type - a. Clear - single pane 259.0 112 - 13. Heating systems b. Clear - double pane 0.0 ftz - a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tintlother SHGC - single pane 0.0 ft2 _ HSPF: 7.90 - d. Tint/other SHGC - double pane 0.0 112 b. N/A - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft - c. N/A - b. Raised Wood, Adjacent R=11.0, 320.0ft2 - t°`' c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance 'Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 - EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 876.0 ft2 - b. N/A - c. Frame, Wood, Adjacent R=11.0, 330.0 W - d. N/A - c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 15. HVAC credits PT, _ b. N/A _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT -Programmable Thermostat, a. Sup: Unc. Ret: Uric. AH: Interior Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1)9 DATE: 03 -Oz I hereby certify that this building, as designed, is in compliance with the Flori TnergOWNER/AGENT;. DATE: ell X. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFt%L,' DATE: k- ri,`: FORM WOA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FGLASSPESditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) -31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 -3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGauge@) DCA Form 60OA-2001 EnergyGauge@s/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2264.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043A 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGauge"m DCA Form 60OA-2001 EnergyGauge&RaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) -1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 -0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge8/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS. Residential Whole Building Performance Method A - Details I ADDRESS: , , . PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.1110225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugeTM DCA Foam 600A-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 600A-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 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 18994 4233 12820 36048 f 15199 4828 13118 33145 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeNFIaRES2001 FLRCSB v3.2 FORM 60OA-2001 R Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: RA-91 INFII TRATIAN RFnIICTION COMPLIANCE CHECKLIST REQUIREMENTS FOR EACH PRACTICE CHECKCOMPONENTSSECTION Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.fL window area; .5 cm/.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits; chimneys, cabinets sealed to continuous air barrier gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is Installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mulb-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. e±A 9A f1TU013 nh .CCf%n1ET1\fC UCACI IDGC /muc+ het mat nw ave-aarlarl hu all racirlant-ae it COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pods must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal denof 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear -single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 5 _ b. N/A Yes _ 2284 ft2 c. N/A 259.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 161.0(p) ft _ c. N/A R=11.0, 320.02 _ 14. Hot water systems a. Electric Resistance R=3.0, 835.0 ft2 R=11.0, 876.0 ft2 _ b. N/A R=11.0, 330.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar u DHP-Dedicated heat pump) R=19.0, 1809.0 ft2 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Coodlomphant features. Builder Signature: Date: Address of New Home:dCity/FL Zip:: NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStarrmdesignation), your home may qualify for energy efficiency mortgage (EE* incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsea.ucf eduforinformation and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) Cap: 48.0 kBtu/hr _ SEER: 12.00 Cap: 48.0 kBtu/hr _ HSPF: 7.90 Cap: 50.0 gallons EF: 0.86 PT, _, e RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-26655 Project0 + i For: DR HORTON Notes: DR HORTON—MODEL 2289 Design Infto • Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 F Inside db 75 OF Design TD 32 F Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 36319 Btuh Structure 30460 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 36319 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 31306 Btuh Method Construction quality Fireplaces Area (ft') Volume (f 3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2284 2284 18742 18742 0.70 0.40 219 125 Heating Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1600 cfm Heating air flow factor 0.044 cfm/Btuh Space thermostat Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % Sokl4 talic values have beenmmually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t+; wngihtsoft RigMSuite ResMentialTM 5.0.64 RSR26016 2002-Mar-01 08:28:50 gC,i,P E:1FUes\DR HORTON 200z2289\2289.., Page 1 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL32746.6206 Phone: (407) 831-2666 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 W x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 *F Winter TD 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 2. Summer infiltration load 1.1 x 125 cfm x 18 *F Summer TD = 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = and door area 125 cfm 2479 Btuh 8.3 Btuh/ft2 Procedure C - Latent Infiltration Gain F-770-68 x 43 grRb moist.diff. x 125 cfm = 3692 Btuh Procedure D - Equipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/lta/k values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvr io ht50ft Right-Sufte Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 EAFV.1DR HORTON 200Z=9t2289.rs1 Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831.2665 MANUAL J: 7th Ed. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 It 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 It 4 Ceiings . Condit Option 8.2 ft heaticool d 8.0 It heaticool 8.0 ft heatIcool 8.0 ft heatt000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg C19 ft') Htg C19 ft') Htg I p9 Htg Cig 5 Gross a 148 4.6 2.1 999 160 72 112 Exposed b 12C 2.9 1.9 971 0 0 0 walls and c 13C 3.2 1.2 330 0 56 NN 0 partitions d 0.0 0.0 0 0 0 N' 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 a 0.0 0 0 0 0'«' 0 0 0 0 f 0.0 0 0 0 0'«" 0 0 0 0 7 Windows and North 20.4 42 849 0 NN 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling EM 56.8 210 11919 7 381 0 0 32 1741 SEISW 0.0 0 0 0 0 0 0 0 0 South 30A 7 224 0'«• 0 0'«' 0 0 0 Horn 0.0 0""" 01 0 0 0 0 0 0 8 Ottwdoors a 11A 18.9 12.7 38 717 4114 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26-01 8.3 2971 7712 2479 71 182 58 0 0 Ol 32 831 267 13 Subtotal loes=6+8. +11+12 33017 NN 1664 923 2745 Less extemal heating 0 N 0 0 NN 0 N O1Lesstransfer NN 0 N. N. 0 NN 0 NN 0 NN 14 Duct loss 10° 3302 10 166 10 92 10 275 15 Total loss =13+14 36319 18M 1015 3020 16 Int. gains: People® 300 7 2100 0 0 0 0 1 300 Appl 1200 2 1800 0 0 0 0 0' 0 17 Subtot RSH gain=7+8..+12+16 27691 754 214 2473 Less external coaling NN 0 N« 0 N.. N» 0 NN 0 Less transfer NN NN 0 NN NN 0 N.. 0 N« N+. 0 18 Duct gain 10 2769 10 OA 75 109A 21 IO9A 247 19 Total RSH gaiw(17+18)'PLF 1.00 30460 1.00 8301 1.00 235 1.60 2720 20 Airrequired (cfm) 1600 1600 81 44 451 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrtgF,ttsc i t Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 E:1FH.VR HORTON 2002i228912289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of roan UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 It 5.0 ft 31.0 It 9.0 It 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 It 17.0 x 16.0 ft 10.0 x 20.0 It 4 Ceiings Condit Option 8.0 ft heat/cool 8.0 ft heat/aool 9.0 ft heaticool 9.0 ft heat/0001 TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg. Clg It') Htg Clg ft2) Fft9 I Gv iv) Htg I Cig Htg Cig 5 Gross a 148 4.6 2.1 0 N. 0 311 81 Exposed b 12C 2.9 1.9 0 NN 0 0 0 walls and c 13C 3.2 1.2 72 40 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 N. 0 N 0 6 Windows and a 1C 37.0 0 0 0 0 0 0 10 370 glass dais b 8C 37.0 0 0 0 0 53 1959 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0"«' 0 0 0 0 0 0.«. f 0.0 0 0'«' 0 0•«' 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204 glass dais NE/NW 0.0 0'«' 0 0 0 0'«' 0 0 0 Coding ENV 56.8 0 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Hoe 0.0 0«"' 0 0 0 0 0 0•"• 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 Note: morn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Mfillmlion Ia 1 26.01 8.3 01 0 01 18 467 150 53 1376 442 10 2601 83 13 Subtotal loss=6+8. +11+12 460 1063 N. 5806 1546 NN Less external heating 0 0 0 0 Less transfer 0 N.. 0 N 0 NN 0 14 Duct loss 10 OA 46 100A 106 100A 581 100A 155 15 Total loss =13+14 506 1169 6386 1700 16 Int. gains: People® 300 0 0 0 0 4 1200 0 0 Appl 1200 1 600 0- 0 0 0 1 1200 17 Subtot RSH gain=7+8. +12+16 684 426 5685 2101 Less external coding 0 0 0 N« 0 Less transfer 0 0 0 0 18 Dud gain 10 68 10 43 10-A 568 10 210 19 Total RSH gain=(17+18rPLF 1.00L. 763 1.00 469 1.00 6253 1.00 2311 20 Air required (dm) 22 40 52 25 N« 281 328 N» 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wrsghtsoft RightSuite Resmenti - 5.0.64 RSR26016 2002-Mar-01 08:28:50 4. E:1F1lestDR HORTON 200212289t2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCESTREET, LAKE MARY, FL 32746-62M Phone: (407) $31-2665 MANUAL J: 7th Ed. 1 Name of room DIN/LN/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 It 31.5 It 23.5 ft 5.5 ft 3 Room dimensions 20.0 x 19.0 It 12.0 x 16.0 It 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 I'll heaVcooi 0 ft heat/cool 8.0 ft heaVcool 8.0 It heat/ood TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg OF) Htg Cig Htg Gg ft.) Htg I Clg ft') Htg G9 5 Gross a 14B 4.6 2.1 263 0 0 0 Exposed b 12C 2.9 1.9 63 252 188 44 walls and c 13C 3.2 1.2 162 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 77 2846 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 glass doors NEINW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 56.8 54 3433 16 870 16 870 0 0 SE/SW 0.0 0 0 0 0 0 0 0`«' 0 South 30.4 7 224 0`"' 0 0 0 0'«` 0 Hoe 0.0 0 0 0`«, 0 0 0 0 0 8 Other doors a 11A 118.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 boors) 0.00.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotall0ss-6+8..+11+12 9473 2012 1807 310 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duos loss 100A 947 100/4 201 10°/ 181 109A 31 15 Total loss =13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8. +12+16 6927 1890 1739 326 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duet gam 10 9A 693 100A 189 109A 174 10 OA 33 19 Total RSH gain=(17+18)*PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 20 Air required (cfrn) 4591 400 98 109 881 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ty Wr gF7t5QFt RiightSuite Residential"' 5.0.64 RSR26016 2002-Mar-01 08:28:50 l.l E:TileslDR HORTON 2002t2289t2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room LOFr1BR5 BR4 2 Length ofexposed wall 12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit Option 8.0 ft heatf000l 8.0 ft heaY000i TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg ft2) Htg Clg fr) Htg I Cig H19 Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0Exposedb12C2.9 1.9 96 328 walls and c 13C 3.2 1.2 O 0 partitions d 0.0 0.0 0 0 a 0.0 0.0 0 0 6 Windows and a 1C 3TO 16 591 32 1183 glass doors b 8C 37.0 0 0 0 0«. Heating c 9C 38.7 0 0 0 0 d 0.0 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Coding ENV 56.8 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Hoe 0.0 0 0 0 0 8 Other doors a '11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 16 415 1341 32 831 267 13 Subtotal bss=6+8..+11+12 1750 3458 Less external heating 0 0 Less transfer 0 0 14 Dud loss 10 175 10* 346 9A•••• 15 Total loss =13+14 1925 3804 16 Ind, gains: People 300 1 300 0 0 Appl 1200 0 0 0 0 17 Subtot RSH gain-7+8. +12+16 1423 3049 Less external coding 0 0 Less transfer 0 0 18 Duct gain 109' 142 10 305 19 Total RSH gain=(17+18)•PLF 1.00 1565 1.00 3353 20 Air required (dm) 85 82 168 176 1 1«« Printout certified by ACCA to meet all requirements of Manual J 7th Ed. c. V/r7G i t50FC Right -Suite Residential"' 5.0.64 RSR26016 2002-Mar-01 08:28:50 AGa. E:1F8es1OR HORTON 20OZ2289t2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) $31-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIWFOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5:0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 VVrnghtSC fit R1t,%U R"dentlai"' 5.O.sa RSR2so18 2002 Mar-01 08 28:50 M E:Wl.%DR HORTON 200Z=91=9.r. Page 1 BR4 a n w b c n 0 d 1 1- 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 vvng htsoft Rfgh —%m ResldeMi - 5.0.6/ RSR26016 2002-Mar-01 08:28:50 AM E,70"VR HORTON 200Z2289%2289.rsr Page 2 V"MU Y=e a 11XAT06 I 1N iu WKI r be duct t, r COO 1fJ T, s• MIOxb lxcd 12xb 1x d 45 143 1C i Vac 2 i 1 I10x wr40d sx ti5.. w 4• Byer ductr j 1 to root Cap 42X42 A/C SLAB BY BLDR MIN 3' bth wct 2' FROM WALL :%r: °r `aD on. — oeew eS 6' 1 5 9mm Tbw 2.32 N scale 4/9••1v* Q—N— I rbeni to analien wafea laxs 120120 44 T13N V/JOW W4VV 1PO4 to texu olen end ' pletrorn Mbldr r it 16• ROWI r, 6. 14.9 lscd t y2004. C 6' arw r aa 14x9 l cd E00 MVe b MWin.n clearance or 4 s,Ches around the air hanCHer per the State EnerAV Code. in duct has on r=6 inWation value. i— N N to m 4-T J z > A N (L W W O 6O aXF- ,n 14 i r Z 0 F-• 0 o ON U N N J q ON q i Rating z i> L CO 4 W, - > z ttl ?i I Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis EM DESCRIPTION ItEPORT# SERIES INDEX MASTER FILE NUMBER I i JINSTALLATION DETAIL W1 TAPCONS HOR7_ SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 How 2- IINSIALLA DETAIL W108 SCREWS HORZ. SLIDING. FIN WINDOW IFLEXOM 11000 3 INDEX 4 INDEX 6 'JINSTALLATION JINSTALLATION DETAIL WAN 3CREWS HOFM SLIDING FIN -WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2' IiNsTALLATioi DETAIL wfwcoms HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 Z, DETAIL SQL HUNG FLANGE WINDOWS IFLEX0029. IFLEX0020 IFLEX0016 11000 j1000 1100,160032000 6 INDEX 'MASTER 7 INSTALLATION DETAIL WNU SCREWSFILENUMBER4 INSTALLATION DETAIL WIONE BY SUCK FIXED FLANGE WINDOW JFLEXMS FLEXOOiS J1000,1500 & 2000 1000 & 2000 8 INSTALLATION DETAIL wixu WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY SUCK DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 INDEX :.-MASTER FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW FLEX0037 FILE NUMBER 5 ISLIDING GLASS DOORINSTALLATION WITH TAPcoNs IFLEX0021 1000,1750 &,2000 1500,1000 & 200012 13 INDEX ..... 4 ISLIDING GLASS DOOR INSTALLATION WITH t18 SCREWS. MASTER fLE NUMBERS IFIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IFLUMT JHMFINTR I 500.1000 & 200 1000/1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSUIRE.CAPACITIES iHMFLGTR 100011600 If FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 1150 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLQTW 1000 11500 19 'FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES, IHMFIN 10001 Iwo 19 'FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 IN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IVMFIN 1 1000 11600 21 IFLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES ilVMFLG 1100011500 22 INDEX 23 IRANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1100011500 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTR '2000 26 FLANGE VERTICALMULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLO 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFWTW 2000 27 FLANGE TWIN HORIZONTAL muLuok SECTIONS I DESIGN PRESSURE CAPACITIES 2H FLAM 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 —.FLANGEHORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLG 12000 T30IFINVERTICALMULLIONSECTIONSIDESIGNPRESSURECAPACITIES 12000 31 IFLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFLO. 2000 I a, Pap 1 Of 1 U" vnmwws By iw*TDA uuuoEn TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER., 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW, NCTL-210- 1949-2 48 1 /2" X 84 1 /2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER Y 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. 80AFrEST CgNCRETE OR HASOWY OPC"M BT OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE 8 WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK By OTHERS GLASSEESNOTES) WINDOW HEIGHT PERIMETER CAULK By OTHERS ONE By WOOD CGNCRETE OR BUCK By OTHERS KASO;NRY OPENING CAULK BETWEEN WOOD :' OTHERS BUCK L MAS-Y, W-NINGBILK WIDTH I-V.' WN BY OTHERS c, Ac cMY SHIM AS RED'D. C+ INSTALLATION ANCHOR FLANGE TYPE 1i4• MAX. 3/ 16' CIA. TAPCON WINDOW FRAME (SEE NOTES) SHOWN ( SEE NOTE 9) JAM! INSTALLATION ANCHOR 3/ I6' DMA. TAPCON SHOvN ( SEE NOTE 9) p I D 1-!/4• MIN GLASS (TYP.) I. Q EMBEDMENT ( SEE NOTES, \ a CA" BETWEEN J / WINDOWFLANGEt WOOD BUCK / PERIMETER / SHIM AS REO'D. CAULK J 1/ 4• MAX. DT OTTERS SEE MOTES) WINDOW WIDTH FLANGE TYPE STUCCO WINDOW FRAMC By OTHERS CAULK BETWEEN RENDERODDUCKLSECTIONB-B „AVY, OPENING BY OTHERS DUCK HEIGHTFG WINDOW HGT. I FLANGE TYPE LK- WINDOWFRAMESILL wINDOw MATH. ELEVATION VIEWED FROM EXTERIOR V G I SILL STOOL A _ By OTHERSQ O CAULK BETWEEN py y• NINDOWFLANGEPRECASTSILL /' • L PRECAST SILL By OTHERSV/VULt _ j _H jQ Y ADHESIVE CAULK Y j OR APROvED EX. SECTION A -A 212M2 TAPCON LOCATION CHART CALL TIP TO LOCAT;0115 I\ MEAQ LOCATIONS IN JAM UP TOIPV TOuprOTO SIZETIP50t7022 74 X 26 C C C.0 U IJ 023 74 x 38 3/9 C.D B.C.D.E W.K.L J.K.L 4 7. X SO 5/3 C.G D.E uK.L 1/. z C L I .l 033 1G6 1/4 X 38 3/3 I :C.0 E 1C.01 B. 0 01 W.KI .I laJI.L t4 •• 1 .KJ. O M 1 .r. T22 I1 % I. IJ T23 t tx 38 USB.0 Sitr r A :.^. C Ef 1JJI1 I IJ K.l TAt17xB.CDs A•:CAs.F I.J. K.L I K M2 Izo x zb L 1 J. IJA KM3 120 x 38. 3/8 6.C.D.c I. A.i .D.E.F JJ(•L IJJ(.L t B.L H. E,r A C.D.E.F G JJI: I K B020 72 x 24' IJ 6030 72 X 36 C.0 B.C.D t IJ IJ.K.L C. 0 24,01 IJ.K.LIJJ(. 7020 84 11 a LAJ 7030 6. X 36 B.C.Cs B CAE IJi" IJJI.L 70 48 B.0 ^.E C.O.£ uxt. IJ.K.t 96 x 24 8030 96 X 36 B.0 Cs B C.OA IJJI.L IJ.K.LB. 0 .E A.3 C DEf IJ.K LG,mjj,X?- 0020 HOB x 24 IJ.K.L 9OW 108 X 36 04 Cs B.C.O.E IJ.K.L IJ.K.L AS. C.? ES 1 K 10020 120 X 24 L.I IJ.K.L t0030 I 120 X 36 B.C.. = J. D.E.F IJ.K.I I IJJ(.L 10040 120 X 48 B.C.C.' c. A.S.C.O.E.F IJ.K.L I.J.K.L T ' . 1) SHIM AS REOV. AT EACH INS-w-,AT10N ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WAIDOw FRAME MATERIAL: ALUM-WM ALLOY 6063. 3) TAPCON RISLLLLATHDN A.vCmWMUST BE OF SUffX,ENT LTH. TO ACHIEVE Mxt EuBEDrENT'OF 1-1/4-INTO MASONRY OR CONCRETE, 4) USE SILICOMIZED ACRr.IC CAULK WMIND UNDOW FLANGE AT HEAD rc JAMBS. SILT WJST BE ATTACHED TO THE SUBSTRATE WITII VULKEM 115 AONCVjE CAULK OR A:PROYF-J EDUAL. H S) USE SKJCOMKZED ACRYL:C CAULK FOR PERIMETER .SEAL AROUND EXTERIOR OF W64DOW FLANGE. 6) F. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OwtTITY . LISTED MATH NExT LARGER SIZE.. FOR Tt E APPROPRIATE DESIGN PRESSURE REOV. J B 7) GLASS THICKNESS MAT VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER DESICNA?"S ON THE TAPCON LOCATION C:AIt'. INDICATE WHERE 1APCON ANCHORS ARE TO BE WVALL£D WHEN USNC THE EXTERIOR ELEVATION AS A K£T. L 9) ALL FACTORY APPLIED HOLES t.OT OESIGNATED FOP TAPCON ANCHOR SHOULD K F&LED I -m /8 S:REwS OF SUFFMJEN' LTH. TO PRWDE M. $/8 Pd. EMOEOIAf'.T INTO W000 SUCK. 10) APPLICATION OF VULKEV Ile +: ESN: CAULK AT TiAME SILL MUST COMPLY MUCH SEALAN- MANVACTUPER'S RECOMIAE40ATONS. ` 11) WHERE WINDOW IS INS-0-I ED4% MASONRY OPENNG WAIN A STRUCrUAL T110 I)- BUCK. USE /-0 SCFz-WS OFSUFFICIENT LENGTM TO ACHIEVE 1-3/ 9' LIMA. EmSEDM:'.T AT a ,- NS-ALLATIONI FAVENER LOCATIONS. 9p. NEA'• R3.. F---?.:DA jJ746 hdH[ -27 BC:-0315 FAX 40 6 1 P SHEATHING CALIK BETWEEN BY OTHERS WINDOW FIN = SHEATHING INSTALLATION ANCHOR R8 SCREW STUCM OR SID NG BY O.HfRS PERIMETER CAULK By OTHERS GLAZING ITr.) cSEE NOTE 7) VINDOV HCIGHT TWO BY VOOD HT OTHERS 1/4' MAX. SHIM SPACE AS *E(rG. NOTES) FIN TYPE VINDOV FRANC HEADER WINDOW WIDTH 24. O:C. MAX. 1' (TYP.) WINDOW WIDTH TVO BY WOOD By OTHERS SHIM AS S) 1SEENOTES) 1/4• MAX. SHIM $PAC; CAULK BCTVEEN VDNWW FIN SHEATHING I* Mik EM3EDHEvT GLAZING (TYPE I (SEE NOTE 7) PERICAULKjJ,/,f EQUALLY HY OTHERS HY OTHERSWINDOWSPACE1EIGHTANCHORSrimTYPEWINDOWSTUCCO [ptTYP.) FRAME JAH3 SIDING Br JNStaLLAi10N OTHERS ANCHOR R3 SCREW SECTION B—B 6• MA)L-J 24• OC.ciYP FtN TYPE MAX. <T (TYP.) WINDOW FRAME 6• MAX. (TIP.) SILL qEVwE MONFh x RtOR NARBL.E SILL STOOL By OTHERS C?'':=,: &'s,isA ,r.4ik'. PERIMETER 1) SMau AS KOV ADJACENT TO EACH U/$TAL:ATIDN ANCHCP, MAX. ALLDWA2LE SHIM STACK TO CAULK SE 1/4. By OTHERS . ts::+J1 6J y .ata..,z,: ) TiRFRAME MATEfty- ALUMNUM ALLOY T SUFF EM63 To A_HaEv£ "N. Eu 0.rtM7 of I - INTO BXTRyDc'Rj wro WOOD FRAME Tm6ER_ 4) USE SMOliiED ACRYLIC CAULK BEIYND w.NDOMFIX AT HEAD. SILL k CBS. S) USE SWO IZED ACRYLIC CAULK FOR PEP -:METER Sit AROUND EXTEROR OF WVJWW FRAME. TA PACSIM----- 61 GLASS THKXMESS MAY VARY PER THE Rf JdK%00S Cc ASTY E1300 GLASS CHARTS INSTALLATIONEMAX. AnC)NINSCREW7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COP_I FE*S AND MAX. 24. O.C. DESIGN PRESSURE CAPACRI OF *WALLALONS. W-M AVCHCR SPACRNG AS STATS-D. 1570.0 PS: FOR STUC;F- OORALL AVAILABLE ISW UP TO 73- X 71' MAX. SIDING HI SHIM AS REO•D. 07MERS (SEENOTES) CAULK BETWEEN , REV DESCRIPTION DATE INI I rTERNATI4NAL. SHEATMIG SHEATHING 1•"m TWD Br WOOD FLORIDA EXTRUDERS By OTHERSEMBEDMENTBYOTHERSSt1NFORD, FLO SECTION A — A MM INSTALLATION DETAIL W/T8 SCREWS Hna7 cI TnT.mr, riw urrinnw - crarr~s r 212002 I JUAIL: 1 G/ 1 I I U L)--(•ALL' Ni I. J.)UWLr.: F LLAWCO Rn ROAST L APPLICATION ftZI EERIG_ HNC.: 25R INTCRNATft9Ut PXWT.. SUITE ZSO_ LEA --ROW_ FLA_DA 2274n PIGNE N:7 105-1067 FAX 407 $05-0366 I f s SHEATHING CAULK )ETVEEN IT OTHERS WINDOW FIN 6ATHING —\ INSTALLATION ANCHOR 48 SCP.EW Stucco OR SiD1HEROSPERIMETER L CAULK. 1 IY OTHERS GLAZtMG ( TYP) cSEE " O C 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS TWO By WOOD 1{_ I• MLN by OTHERS NSYKNTI I v \/ I 1/ 4' MAX. SHIM SPACE t— SHIM AS R£O'D FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW WIDTH TWO BT WOOD — IY OTHERS SHIM AS REO'D. SEE NOTES) I/ 4• MAX. CAULK SET WE EAENSHIMSPACESHFtNSHEATHINGI' Mix EMBEDMENT I WINDOW WIDTH GLAZING (TIP) SEE NOTE 7) PERIMETER SHEATHING Br OTHERS 24' D. C. X' FIN TYPE WINDOW FRAME JAMB CAULK IT OTHERS INSTALLATION 03 SCRCv j IIM° TYP) ASTUCCO DR SIDING IT ANCHOR WINDOW HEIGHT FIN TYPE WINDOW FRAMESilt MARBLE SILL STOOL By OTHERS OTHERS SECTION B— B EQUALLY SPACE ANCHORS (TIP) ICI 1% gw AS REOV ADJACENT TO EACH 06TALIATON ANCHOR. A 6- MAX- MAK. mAowABLE SMRM STACK TO BE 1/A'. 24' O. C. (TYP.) 2) wroow FRAME MATERAL. ALUMANUm ALLOY 6061 MAX. (T' TP) ) INSTALLATION ANCHOR MUST BE OF S(# OttM. TO 6• MAx.(rrP) JL ACyE E MIH EMBEDMENT OFF I' INTO WOOD 00 FRAME MELreeR. 4) USE SRJCONMZED ACRY'JC CAULK BCm:mO NwDOw FIN AT HEAD. SALT & JAMBS. NATION U of wvgCRYUfRC M4FOR PERoETER SCALARO" 1/4• MAX. VIEW Y X. RtOk 6) CSS TMK:KrESS WAY VARY PER THE REDUFtEAENTS OF ASTu LA SHIM SPACE Moo CLASSCHARTS. f = M ji `: i. 7) WSTALL RNSTALL4 *% FATE•_i+ERS AT 6' MAX, FROMLOANERS t4..s•G: * +r _•- `TLA+ AND MAX. 24' D.C. OESK.M PRESSURE CAPACOY CF Af Z. .ti a j L IM A 'AFL.FOR ALLAfA wLE ANCv"3R S?ACMG AS STATED. MS X, PST FOR ALL AVA4A'a_ 52ES UP TO 179" X 49 5/6" MAX, INSTALLATION. i AN4MOIt FB SCREW SMM NIOR (SEE SIDING fA INGITCAULK iCTWEEN I WINDOW FIN SMLEATMING T i'H 6 SHEATHING OTHERS EMBEDMENT TWO pBy WOOD RS SECTION A —A r RID E [R—v 9 % REV DESCRIPTION DATEINI FLORIDA EXTRUDERS INTERNATIONAL s N 0 D. FLORIDA I71I1E:INSTALLATIONDETAIL W/ #8 SCREWS HORZ. SLIDING FIN WINDDW xOx CONFIGURATION- SERIF, 1000 J02-- DRAWN BY:BB APPROVEDBY. DATE:12/ 17/01 SCALE: N. T. S. DWG : FLEx0029 PR a na ENGLNE£RIW- RC., VA INTERNATIONAL ICWT_ SrSTE 250. HCATMftW. +_CRIDA 2I745 PHONE A07 /03-0363 r" 007 "-0: ONE BY WOOD CONCRETE OR TAPCON LOCATION CHART CONCRETE OR CAULK BEtW££ OvOOD INSTALLATION ANCHOR BU[K BY CTMERS MASONar L A.1 N 1N Ht A LOCATIONSIN JAME MASDkRY OPENING BUCK L MAS'Y. OPENING 3/cs' DIA. TAPCON BY OTHERS CALL TIP TO BY OTHERS BY OTHERS { B.W. t 1,•• •Ik To To 'TO To 1 To To BUCK WIDTH) 1 CMK/HCMI SIZE TIP ONE IT WOOD 1/4• SHIM I ) mX IT OTHERS SPACE MAR. D lm2 26 1/2 x 26 C C C G.n G.H GJI t-1/4• HIM. FLANGE TYPE 1H3 26 I/2 x 30 3// C C C Gm G.H C.M CAULK B£TWf£N £M3EDMCMT WINDOW FRANC SM;M AS R£O'D, 1M4 26 1/2 x 50 $// C C C G.H G:H G,nJ,J C p JAMB (SEE MOTES) IM5 26 t/2 x 56 1/4 C C C GJN Gn GJNJJ WINDOW FLANGE INS 26. 1/2 x 63 C C C GJ+ GJUJ G:HJ.J L WOOD --( INSTALLATION ANCHOR INS 26 12 X 72 C C C G.M G.MJ.J hI i 3/16' DIA. TAPCON 0N 37 X L Gm 1/4• SHIN 23 37 x 363/1 C C C Gm G- G. SPAT£ MAR. 24 37 x SO S/7 C C C G.N G:MJJ G rJJ RIGID VINYL :43 37 X 56 1/4 C C C G." G.MJ.J Gr'J C•LAZING BEAD 25 37 X 53 C C C GmG,NJJ G 'JJ GLASS 26 37 X 72 C C C GJIJ.J G.NJJ E,F•G.HJ TYP.) SEE MOTES) 1/ C B.0 B.0 GJ/ Cm GJ+JJp3353JI// X 36 1/ 34 53 I// X S0 S// C B.0 B,C oil GlUJ G MAJ STUCCO 345 SS 1// X 56 3 C 6.0 0.0 GJIJJ G.HJJ EFG.P.) BY OTHERS 3S S3 t// x 63 C 0.t LC G:MJJ G.MJJ EFG.MJ SHIM AS REO'D. 022 I1 72 C B.0 B.0 GJI.JJ E.F.Gm.0 EFG.M•t PERIMETER (SEE MOTES) i CAULK I.M. CAULK BETWEEN 023 74 x 36 3// B.0 6.0 AB,C.D GJI GJ/JJ G.nJJ BY OTHERS (BUMF WINDOW FLANGE D24 74 X 50 5// 6.0 8 C A.B.C.D C.MJJ GJIJJ E.F.GAA WA L WOOD BUCK v 0245 74 X 56 1/4 B.0 B.0 A.3:C.0 G.MJJ E.F.GJIJ J E.FA.MJ WINDOW FLANGE TYPE MEIGni) 74 x 63 64 D.0 A.B.C.D G.MJJ E.F.GJIJJ E.F.G.-J. HEIGHT) VINDOV FRAME PERIMETER D25 74 x 7 B.0 B.0 A.`B.C.D G:H,W EF.GJL.I.J E.P.G.MJ. HEADER CALX.K STUCCO t x 4 GLASS ciYP.) BY OTHERS BY DINERS 2000m 24 x 36 C C C GJI CH GH SEE NOTES) 2OM40M 24 x 46 C C C GJH GJI G.M W.W 20U45M 24 X 54 C C C C." G.MGJIJJ WINDOW WIDTH) CAULK BETWEEN 20M501 24 X 60 C C C Gm G.M G.MJJ WOO^ DUCK t 4 7 C C C G r. GM .J I SECTION B—B NAVY. OPENING 30M2MI 6 X 24 BY OTHERS 3OU30M 36 X 36 C C C GJI G.M GJI RIGID VINYL 1 ESrIN AS Rf0'O. AT EACH INSTALLATION A!NCHgR. MAX. A.LDWABLE 3OW40M 36 X 4L C C C G,H G,MJJ GnJJ 30M46M 36 x 54 C C C GmGJHJJ GJIJ.JGLAZINGBEADSHIMSTACKTOBE1/4'. TYP.) 2) WINDOW FRAME MNL: ATERALumNuYALLOY 6063, 30MSOM 36 x 60 C C C G.M GJNJJ GJIJJ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACMIfF_ Mw. ' 36 x T2 C C C GJU.RNJJ GU.J E.F.G:HJ, PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR COMCRfSE. 4OW30M 46 X 36 C C B.0 G.M G.M G.Mu CAULK WINDOW FRAME 4) USE SK)CONIZEO ACRYLIC CAULK BEHIND WINDOW RANG£ AT HEAD 6: tOM40M 43 x 46 C C B.0 GJI G.MJJ GJIJJ fY OILERS SILL JAMBS• SILL MUST 6E ATTACHED TO THE SUBSTRATE WON WLKEM 40M46M 40 X S4 C C B.0 .Mi GJIJJ F.Gmi 116 ADHESIVECAW( OR APPROVED EOUAL. 4OMSDM 46 x 60 C C 9.0 G.nJJ GJUJ EFAJIJ. 5) USE SILICONIZ£D ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4pL160M 46 x 72 C C BJ: G l EF GJ/ MI EXTERIOR OF WINDOW FLANGE. B. J1 J+ 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE 4SW30M 54 x 36 C B.0 B. GJI GJI GJ+JJ Q ANCHOR OUANTISY USIED WITH NEXT LAVER SIZE FOP. THE .46M40M 54 x N C B.0 B.0 G." GJIJ.J GJIJJ 46MSM 54 X 54 C B.0 B.0 G.HJJ G.MJJ E.F.G.MA APPROPRIATE DESIGNPRESSUREREO'D._ t6M5OM 54 x 60 C B.C. 9:C GlIIJ GJIJJ EA 7) GLASS THICKNESS MAY VARY PER THE Rr.oudtEMEMTS OFASTM E1300 x 72 C lac ?:C I F I [ GM GLASS CHARTS 0y x 4 G.M G:M G.n CAULK BETWEEN V Q 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE SOMSOM 60 x 36 C B.0 B.0 G." WI GJ(JJ WINDOW FLANGE V WHERE TAPGOI ANCHORS ARE t0 BE INSTALLED WHEN USING THE 50M40M 60 X 40 C 0.0 B.0 GJ+ G.MJJ G.MAJ L PRECAST S0.l EXTERIOR EL -NATION ASA KEY. SOM46M 6D x 54 C B.0 B.0 G.MJJ G.MJJ E.F.G.NAW/VULKEM 116 PRECAST SILL $FCTION A -A 9) ALL FACTORY APPLIED HgLES NOI DESIGNATED FOR tAPtON ANCHOR solaaH 60 X 60 C 6.0 E.0 G.MJJ G.HJJ E.FA.MA ADHESIVE CAULK 8Y OTHERS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT L-A. TO RWDE SOM60M 60 x 72 I. B.0 B.0 C.HJJ Ei..,. E.FG." L 9. :n .M OR APROVED M. W.W. A A AB C D MIN. 5/ 3 IN. EMBEDMENT INTO WOOD BUCK. 5640M 66 x 36 B.0 B.0 A.B.t GJ1 G.M G.NJJ t0) APPLICATION OF %A"EM 116 ADHESIVE CAULK At FRAME SX.I. MUST 56r40M 66 X 46 2 - BA A?.C.O G.M G.MJJ G.H,.J COMPLY WITH SEALANT MAwFACTuREP.•S P•ECOMMEMDAT;NS. 36M46M 65 x 54 B.0 e.0 A C _ G MJ.J G MJJ EF.G.MIJ 1 :) ONE ADpT10NAL FIELD DRILLED A INSTALLED A14CMOP IS REO"D. IN 56LISOM 66 X 60 E.0 B.0 A U ..' G. MJ. J E,F,G,nJJ Ei.G.MJJ EACH IAMB ON THE FOLLOWING SIZES: 'D25• (73 Y 62). -026' 56M601A 66 X 72 B : B.0 ! t : G.M.IJ E,F,GJLLJEF.G nIr 73X. 71).-56M6OM- (65 X 71). g-6DM6DM- . 71 x71 . PLACE 2 lrJ+ .n ANCHOR BETWEEN ANCHORS -G AND t- AND BETWEEN ANCHORS •H 60M30M 72 x 36 B.0 E.0 A.?.C.? G." G.M G:HJJ 72 X A6 E.0 6.0 A?,C. cJN G.nJJ G +JJ AND .! OVER SS Phi ONLY. 72 X $4 B 8. A?.C. F 12) WHERE WINDOW IS INSTALLEO IN MASONRY ENwG WITn A STRUCIWL 60115•yy 72X 6C °.0 B.t GJ/JJ if.GJIJJ Ef•i.nJJ 1-3/ 6- WN. FuSEDMENT AT AL INSTALLATION G.MJJ G.J E.i:G.M.0 TWO BY WORD BUCK US£ Ito SCREWS O. SUFFICIENT LENGTH TO 72 X 72 8.0 A.'..t G 1J .fG .IJ r H ACHIEVE FON FASTENER •ADWTIONAL AN!-- IGRS RE•D• S= E NiiTE 11 LOCATIONS. ON SIZES NOTED IN NOTE #'I ADD A i:0 SCREW H ANCHOR " TO EACH JAMS FOR NOTED DESIGN PRESSURES. INTERNATIONAL. INC FLORIDA EXTRUDERS 'sANFoRD, FLORIDA B WIF ALL FLICZZ.DA =• `•4 ' TITLE: INSTALLATION DETAIL u/ TAPCQNS HEIRZ. SLIDING FLANG= WINDOW - SEP ES 1000 DRANN BY: BB APPROVED BY: FI 6 I. DATE-10/23/01 CAU:NTS DWG.: FLEX0020 1.F[ P _n Sr. a01xf_t L 41PLICAt1ON ExG[HEEk:Hu. iNt. 250 Wt-ERNA'I'XNK PKW+_. SJ:Tt 2W. •Car-43ti. FL ;DA 32746 PHOPIE +:7 BOS^0765 tsA A,' WS-0355 E W. H.. 0 G B A ELEVATION VIEWED FROM EXTERIOR y I ONE BY WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE - L WOOD BUCK Stucco BY OTHERS PERIMETER CAULK BY OTHERS RIGID WIN% GLAZING BEADTYPJ B.W c"lEDNEMSUCKWIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/I6' DIA, TAPCON V. BUCK BY OTHERS ST BY HERS SHIN AS REO'D RIGID VINYL rN' Tax. 4 GLAZING BEAD (i_ E NOTES, GLASS TTPxscc NO ES) FLAWM TYPE WINDOW FRANC , AWS CAULK BETWEEN v WINDOWFLANGEPERIMETERLWOODMUCKCAULKBY OT14as V. W. fIU4U ( WINDOW vlDtHe I Bx SUCK CAULK BETWEEN HEIGHT) WOOD BUCx a CAULK BETWEEN WINDOW NAVY. OPENING FLANGE L PRECAST SILL BY OTHERS W/ VULKEH 116 ADHESIVE SECTION — B CAULK. OR APRV•D EOL. FLAGE TYPE CONCRETE OR PEOCTER WINDOW FRAME NAWNRY OPENING CAULK SILL BY OTHERS BY OTHERS 4 W. W. PRECAST TJKRSSILL— • a FA ~ BC/,,.. SECTION A-AT)s- ASREO'D. AT EACH INSTAwTION ANCHOR. MAx. ALLOWABLED ESHwt STACK TOBE1/4'.2) ww" wINSTALL FRAME MAtE M T 9E OF AHOY NT L 3) INSTALLADOMA11D101LMR1ST Oi SU:FICIENT lfH. t0 ACHEVEMIN. LM SEDIENTOf1-1/4' INTO MASONRY OR CONCRETE.4) USE OUCONIZED ACRYLIC CAULK BEHmb wwDow FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED To THE SUBSTRATE wTH J K B vt LxEM 116 ADHESKE CALK OR APPROVED EOuAL f-5) USE SMCOHKZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNDW.H. F CiEKIEP" OF WiNDOwFLANGE. 6) IF ExACT WINDOW SIZE IS MOT LISTED IN ANCHOR CHART. USEANCHOR O}UANMLISTEDWITHNEXTLARGERSIZEFORTHEAPPROPRLLTEDESIGNPRESSUREREO'D.7) GLASS THICKNESS MAY VARY PER THE RE000IEMENTS Of ASTM6) LETTEERR OEgOmAT10MSOWSONTHETAPCONLOCATIONCHARTINDICATEfjIWHERETAPCON AN04M ARE TO BE INSTALLED W--N USING THEExVjwR 9) AILL FACTORY APPLIED HOLEAS A SEHOT DESIGNATED FOR TAPCONANCHOR SHOULD K.FLLLEDWITH /a SCREWS OF SUFAMNT LTH. A t P. TO PROVIDE mK5/B IN. EMBEDMENT 94TO WOOD SUCK. D" WpjDERS 'SERIES ` HUNG IS . T 5 ELEVATION PRINI ALSO APPLESTOTHEFLORIDAfOEKTRUOERSTS00AND2000SERES52NG1.E IKINGs. I) WHERE %WIDOW IS WSTALLEB IN MASONRY OPENING WITH A STRUCTUA, TWO BY WOW BUCK. USE /t0 SCREWS OF / SUFFICIENT L.EMGTH TO ACHEvE 1-3/e- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL RNSTAt1ATION FASTENER LOCATIONS. CAULK BETWEEN CONCRETE OR. vODD MUCK L NASOWY OPENING HAS"Y. OPENING By almCPS it OTHERS C+! 1-1/4' PIN. t 4 ENBEDIENT F I INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIN AS REO'D. 114' MAX SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS h (TYPE ( SEE NOTES) TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAIV!3 SIZE SIZE 3OPS7 TO 4OW 410V TO 7OPSF 300V TO 40PV 4tssrTO 70.V 12 16 1/8 It 25 8 B F,c F,G 13 1t 1/0 x. 37 3/6 B e F.G FIE 14 16 I/$ x, 49 5/8 B e F.G Jr. 145 161/6 x 35 1/4 B e F,G F.G 1sis 1/2 x 62 B a F,G F.G 1616 1/6 x 71 e 9 F.G f cJu 1719 I : 23 FjG FG 1H. 25 1/2 x ?S B IK3 25 1/2 x 27 3/6 B B F.G F,c 1N425 1/2 x A9 3/0 B B FA F.G.MJ 1H43 23 1/2. x 53 1/4 8 B F,G f,GHJ 1H523 1/2 x 62 B B fA FA fine 25 1/2 x 71 e B FA F.C,HJ IH7 25 in x 03, F.G.LK F.GJ.K 30 1/2 . 26 29 I/2 x 25 e B F.c F.c 301/2 • 363/8 ri 1/2 x r 3/8 sq x 49 $A 0 B F,c f c to30 1/2 . 505/8 1/2 1/2 t W1/4 e B F.G fc/u 301/2 . 561/4 29 1/2 x 42 e e F:G FAN 30 1/2 , 63301/2 . 72 29 29 1/2 It ?I, 9 B F.G.11J F,GJ1J 30 1 . 64 29 1/2 x 93 B 9 F.GJR F.GJ.K 27 2336 x 23 36 x 374A B B f& F.D 24 34 x 49 5/8 B 8 B B F.0 F.G F.C.NJf.G,HJ 245 2536"551/4 36 x 62 B a F.O.HJ FUGrJ 2636 x 71 ' B e F,G.NJ D"AllJ 7 St It 33 B e F.G.J.K FAHJJ.44226 42 . 36 3/84tx37 3/9B eFAF.fi.1U 42 , 30vs 41 x 49 IBA B B B B FA F. GJU F.G.NJF,O.HJ 2 . S61/442x634t x SS 1/ 4 4I x 62 B e f.G/1.1 D.E.F.Gri 42 . 72 41 x 71 B B FG."i O.EF.GJIJ 14 41 x 63 - f G K F,GJIJJ.K 4a . 646 36 3A 47 x 25 47 x r 316 B A C A.0 f,CfF.11J 46 , 50 5/5 7 It !9 5/2 8 B A.0 A.0 F,GF.GMJ F.OYJ F.0 mi46 . S61 sbra7t S5 1/ 4 71 f.CMJ o". 0.0J 48 . 72 43 8447 47 xx93 B A. 0 F, Gx1 O.UoG."inr. , 3233 52 I/ Bx 2SfF S2 1/8 x r 3/6 B A.0 F.c AF,G.HIJ 3421/5 x 49 VII SS 1/4 A. 0 A.0 F.G.") F,GJIJ F.cJIJ3453s 521/ 4x 52 3/0 x 62 D a A.0 FAX$ D,E.F.GJU 36 521/3 x 71 a U1,C f cJU 0".G)I0 37 52 1/3 x 63 BA.0 F,cJ.K D.U.GJ.KJ.K 37 SR£ NOT AVAILABLE IN 1000 OR 1500 SERIES. V s. :. c VAI.• O ?': PRODUCT • APPUCA pN 0404C99GG. INC.. rA INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDATITLE: INSTALLATION DETAIL SGL. LUNG FLANGE WINDOWS — SERIES 1000 , 1500 L 2000 DRAWN BY: BB APPROVED BY - DATE: 10/09/01 ISCAM NTS DWG.: FLEX0016 RATIO m /xY- surf 230. KAMItO.. 1hoW 32746 AIDNE 407 605-0365 Y" 401 xs-93L6 a CAULK BETWEEN SHEATHING WINDOW FIN t By OTHERS SHEATHING INSTALLATION ANCHOR' 18 WOOD SCREW STUCCO . By OTHERS WINDOW MEIGHT PERIMETER CAULK IT OTHERS GLAZING (ire) SEE NOTES) PERIMETER CAULK IT OTHERS 1' HIM. EMBCDMENT TWO By WOOD BY OTHERS SHIN AS RCOl SEE NOTES) 114' MAX _j SHIM SPACE FIN TYPE WINDOW FRANC HEADER GLAZING 0YP) SEE NOTES) FIN TYPE WINDOW FRAME SlIMARBLE SILL STOOL BY OTHERS WINDOW WIDTH 1/4' MAX SN1M SPACE SKIM AS REQ•0. TWO BY ADD cSEE NOTES) STUD By OTHERS CF1'dTP',y—,WA 8.3•+.F• NAM*. GLAZING AT) ' SEE NOTES) v „FIT- t' IV!I A 24• D.C. MAX ( TTP.) EQUALLY SPACE WINDOW AHCMORS (TTP.) HEIGHT 1 A I 6 nAHx. J J t 6- Illfff-- 6' AX (TYP) L VATION VIEWED FROM EXTERIOR INSTALLATION ANCHOR TVO BY WOOD IBWOODSCREW1ByOTHERSSTUCCO By OTHERS T= CAU, K•BETWEEN HE'' Q• ` ` WINDOW FIN SATHING L SHEATHING By DTf$RS I'MIN. EMBEDMENT - SECTION A —A SHEATHING BT OTHERS FIN TTPE WINDOW FRAMC JAMB CAULK BETWEEN SHEFIN A SHEATHING PERIMETERCAy1K BY OTHERS INSTALLATION ANCHOR 18 WOOD SCREV STUCCO IT GTHERS SECTION 6 NOTES: 1) SHIM AS REO`O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SKIM STACK TO SE 1/4% 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6061 ;.. 3) INSULLATION ANCHOR MUST BE OF SuFACtENT lint TO ACHIEVE UK EMBEDMENT. OF 1' INTO WOOD BUCK. 4) USE SNXONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT Mr - AD. SILL i AA&eS. S) USE SRICONIZED ACRTLC C"X FOR PERMETER SEAL AROUND EXTERIOR OF WINDOW FRAME, 6) IF EXACT WINDOW SIZE 6 MDT HOSTED N ANCHOR CHART, USE ANCHOR Ow -lily LISTED WITH NEXT LARGCR SIZE. 7) CLASS THICKNESS MAY VARY PER THE P,EOULANENTS OFASTM E1300 GLASS CHARTS. B) FLORIa EXTRUDERS 1DDo SERIES SINGLE HUNG IS SHOWN, THIS PRINT ALSO opLIES TO THE FLORIDA ETRuDERS 1300 AND 200D SERIES SING.: HUNG WmOOWS. I I I iDATE:12/13/01 ISCALE. N.T.S IDWG.:FLEX0026 SHT 1 OF 21 I• PRMUCT 9 AWLICATION ENGINEERING. INC. M WCRNAT)DNL Acvt.. SWtE 251H. s7mnd. rokiDA 32us PHoc 4/7 m-ous FAx •67 BCS-n" CONCRETE ORMASTOPENING IT OTHERS ONE BY WOOD DUCK BY OTHERS CAULK BETYEENWINDOWFLANGE 6 vOCD BUCK p STUCCO J By OTHERS PERIMETER CAULK By OTHERS GLASS (ITP.) ISM NOTES) WitVINDOV JEIGMT) PERIMETER CAULK BY OTHERS a CAULK BETVEEN vINDOV FLANGE t PRECAST SD-L v/VOLKEM 116 ADHESIVE CAULK OR APRV'D: EOL. ... N TNSTALLATION ANCHORr3/I6- OM TAPCON aD BUCK 6EN MAS'x. EN[NC) BY OTHERSI GLASS (T) J3j(`yLL 1-I/4. MIN, <SEE NOTES) 4 EMBEDMENT SHIM AS REO'D. 1/4- INK. SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED vD•1GLAZINGDEAD BUCK 1HEIGHT) 1 R B RIDGED VINYL W.H. GLAZING DEAD Z j ITTP3 FLANGE TYPE 6• MAX. (TYP-) WINDOW FRAME B a 1 a PRECAST SILLBYOTHERS SECTION A -A . A --*' ELEVATION VIEWED FROM EXTERIOR B.V. 411UL••K WIDTH) WM AS RCO'D. 1/4- MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD I)` CONCRETE ORL"xD"L"t MASL'eRT...GEN1NG By OTHERS INSTALLATION ANCHOR 3/16' DIA..TAPCON 1>' DNC BY WOOD BUCK BY OTHERS FLANGE TYPE / v CAULK BETWEEN WINDOW FRANC CAULK BETWEEN WINDOW FLANGE PERIMETER t WOOD BUSK CAv_K IT GTHERT VLbD BUCK L V.V. NAS'i."DPCNING cv1NDOV VIDTHU STUCCO 8T OTHERS T OTHERS SECTION B—B Moms,) SHIM AS REO'D. AT EACH tNSTAUAT)OK AW-MM MAX ALLOWABLE SHaN STACK TO BE. 1/4-. I Z) WINDOW FRAME MATERIAL- ALUMIAN ALLOT 6063. 3) 3/t6- Olk TARN 96TALLATON ANCHORS MUST BE OF SUFFICIENT LT L TO ACH VE &-LEMBEDMENTOF1-1/4' INTO MASONRY OR CONCRETE —ACRYLIC CAULK BEHIND w2g" FLANGE At MEAD t ,IAMBS. SILL MUST BE Ai)ACHIEO TO 0FC SUBSTRATE WITH VUUIEM 1IE AOHESRF CAULK OR APPRWED EOUAL. . S) USE So T NE S ACRYLIC CAULK FOR PEramM SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT w* Ww SIZE IS NOT LISTED IN ANCHORCHIART, USE ANCHOR OWNTR?' LISTED WITHNEXTLARGERSIZE. FOR 111E APPROPRxTE OE%x PRESSURE RE0'O. 7) GLASS THICKNESS MAY vARY P:R THE REOWtEmENTS OF ASTM MOD CLASS CHARTS6) INHERE SPACING B£TwEEN TAPCON AVCNORS EXCEEDS 24 IN. O.C.. /6 SCRE*S°OF SUFFICIENT LTA. TO PROvoE MIN. S/6 IN. EMBEDMENT INTO WCK 00DSUMSHOULD BE INSTAUm 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN- THIS PRINT ALSO APPLIES TO THE FLORIDAEXTRUDERS2000SERIESFRIEDWINDOWS. .... 10) SEE BACK OF THIS SAT. FOR *'STUN ANCHOR R£OLIR S' 11) APPLICATION OF VULKEM 116 ADMESWE CA•AKAT FRAME SILL MUST COMPLY wft SEALANT MANUFACTURER' S RECOMMENDATIONS. VATH A STRUCTUAL Two BY WOOD BUCK. 12) WMERE WINDOW 15 INSTALLED IN MASONRY OPENING USEf1OSCREWS.OF SU:FIOE)f LEMGTM TO AC"0E 1-3/8- Mw. EMBEDMENT. 13) wwDOw UNITS CAN BE M'r ;EO TO OTHER UNITS USING ALUMINUM Tug£ MULUON' SEE MUWONINSTALLATomSHEETSFORREOUIREMENTS. INTERNATIONAL; INC FLORIDAEXTRUDERSsANFoRD. FLORIDA TTfLE: INSTALLATION DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 6 2000 DRAWN BY: BS APPROVED BY: 1 DA)1'E' 10i22/01 SCALE: N7S DWG.: FLEX0018 Si E7 1 a 2 REMRLD Bx:)Pm-? gCMNOLOG, co"- 250 Iffao r W,t PHw,, %a 250. 01-ow. 1LOR10N 32746 mw 407 B05-0365 FAA 4p7 601-:364 SHEATHING By OTHERS CAULx BETWEEN WINDOW 1N i SHEATTHING INSTALLATION ANCHOR *B SCREW EXTERIORBY OTHERS — PERiMTEULR / CAULK JJJ AT OTHERS WINDOvHEIGHT EXTERIOR PERIMETER CAULK AT OTHERS INSTALLATION ANCHOR 4H WOOD SCREW EXTERIOR FINISH By OTHERS I GLAZINI cSEE NOTE 6 A CAULK BETWEEN I•HIN. WINDOW FIN EMBEDMEN'+ L SHEATHING SHEATHING BY OTHERS SECTION A —A WOOD FRAMING BT OTHERS SHINCENTRAL FL©RMA B.O.A-F• SEE AS ES)* EoCTjj np N A jL` i SEENOTES) r1 qUFAcr l ADAa+ 1/ 4• MAX r lii 4 77 S. w SPACE GLAZING SEE MOTE 6) FIN TYPE W1NDOv FRAME SHIM AS REO'D. 1/ 4' MAX. SEE NOTES) WOOD FRAMING BUCK By OTHERS EXTER+ OR F! N TYPE WINDOW FRAME A— J ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH 1/4" UAX. SHIM SPACE S WOOD FRA14LNG BY OTHERS SHEATHING By OTHERS iNSTALLA; ILP( jCmOR Its SCREW CAULK BETWEEN WINDOW FIN L SFCAT14W SECTION B—B EXTERIOR FINISH PERIMETERCAULK AT OTHERS BY OTHERS tlsLTES.' 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4-. 2). WINDOW FRAME MATERwL: ALUMLNUM ALLOY 60H3. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MN. EMBEDMENT Of I- NTO WOOD FRAME. 4) USE SKICONZED ACRYLIC CAULK FOR PERw£TER SEAL AROuNO.EXTERIOR OF WINDOW FRAME. 5) USE SIUCONZED ACRYLIC CAULK BEHIND WINDOW FOL 6) CLASS TTMxCKHESS MAY VARY PER REOLIOREMENTS OFASTME1300CLASSCHARTS. SINGLE GLAZING IS SHOWN. WSULATwO CLASS' ALSO OUALIFTEl 7) FLORIDA EXTRUDERS 2000 SERFS FIXED PICTURE WINDOW 1S SHOWN. ING PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 1000 SERIES PICTURE WINDOW. B B) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITM ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AUAX,ABLESIM UP TO 73' X 71' OR BY X 95' OR 119" X 37-3/1" MAX. 9) WINDOW LINT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION NSTALaTWN SHEETS FOR RECIREMENTS, F 2VZ'.' PLIEPARED 91: PRD0.CT XO-MOCT CORD_ 250 INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ #8 WOOD SCREW FIXED FIN WINDOW- SERIES 2000 DRAWN BY:2B APPROVED BY: DATE: I / I /02 ISCAMN. T. S.' DWG•: FLEX0030 mfowt PAWY. STATE 250. LAKE MART. rLORICA 32744 PHONE 407 D05-0= FAX 407 M-03" 0 CAULK BETWEEN WINDOW FLANCE t WOOD BUCK CONCRETE OR NATONRY OPENING DT DTMERS EXTOR:DP. FINISH BT OTHERS K.RPETER CAULK IT OTHERS WINDOW FRANC HEAD EXTERIOR WINDOW FRANC - SELL PERIMETER CA.'.K BY OTHERS EXTERIOR FtwtSM IT OTHERS CAULK DETVEEN WINDOW FLANGE t WOOD DUCK CAvLI( BETWEEN - WCI:D BUCK t NASO(RY OPENING IT OTHERS CAULK BETWEEN WOOD BUCx t NASONRY OPENING By OTHERS ONE By WOOD NOTES: DUCK IT OTHERS 1) SMM AS REO'D AT EACH INS'.ALLATION ANCHOR WITH LOAD SEAR" SHIM. MAX. ALLOWABLE SMIM STACK TO BE 1/4'. 2) WINDOW FRAME MATT -REAL, ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16- DIAL TAPCON VISTALLATON AW-1+DR MUST BE Of SUFFICIENT LTN. TO 3/I6' D:A. TAPCON ACHIEVE MIN. CUSEDMENT OF 1-1/4- INTO MASONRY OR CONCREETE. PLACE TW-ON ANCHORS 6' FROM CORNERS A 24. O..C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCOw ANC -ORS SHOULD BE FILLED 1W1N /6 SCREWS OF SUFFICIENT UM. TO PROVIQE MIN. 5/8 IN. EMBEDMENT INTO WOOD d BUCK. A) E WINDOW K WALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BYINK+. Q EMBEpMENT BLOCK, USE 110 SCREWS OFSUMCII.Ni LENGTH T3 AC1#v: t-S/6" TUN. 1 EMBEDMENT AT SAME SPACING STATEO IN NOTE 3. S) USE SR,ICOlKZED ACRYLIC CAUL( BEHIND wwWW F-04C A' MEAD. SILL JAMBS. 1/4' MAX. 6) USE SILICON.= ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or SHIM SPACE MnNOOW FLANGE. T) CLASS TraCKNESS MAY VARY PER THE REOwREMEN'S OF ASTM C1300 GLASS. CNARTS. SINGLE GLAZING IS SHOWN. INSU ATR+C CLASS IS ALSO OUALFIED. 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BYOTHERS. BtM2O DOWN MUS. 8E OF SUFFffGENT S'.RENGTH TO AOEOUATELY TRANSFER LDAO FROM MNDOW TO THE STRUCTURE. 9) FLOR04 EXTRUDERS 1000 SERIES DESIGNER w*00w SHOWN. T09S PRINT ALSOAPPLIESTOFLORIDAEXTRUDERS1750SERFSt2000SERIES. SHiw AS REO'D 10) ELEVATIONS SmOw COMMON CONFXXft IOwS. IT ISkpT R1T£NOED TO LIMIT USE OFSEEMUTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. TH•)S SHEET APPLES TO ALL CON£HGURATIONS THAT CAN 8E MANUFACTURED FROM THE WOO. 1750. k 2000 SERIES DESIGNER FIXED wwODw FRAMING SYSTEMS. 11) wln00w UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOVUR£MENTS. GLAZING (TIP. SEE KITES) 4 COwCR£TE OR HASO6RT By G'HERS SECTION A -A INSTALLATION. ANCHOR 3/16' DNA. TAPCON HON AS REO'D SEE NOTES) L 1/4- MAX. EXTERIOR ELEVATION SMIM SPACE 1/4' HAK-- SHiM SPACE SHIN AS RCO'D cSEE KITES) WINDOW FRAuE JAMS GLAZING (TYP. SEE NOTES) PERIMETER CAULK BY OTHERS / E%TERICFR FONSN IT OTHERS VTNDOW WIDTH 1-I/A' MIN. EM;EDMENT ONE BY WOOD I--- DUCK IT GTMERS INSTALLATION ANCHCP 3/16' DIA. TAPM CAULK DETWM WAD BUCK i 11:.$'T OPENING If CTHERS C 1 CaNA.K BETWEEN WINDOW FLANGE t WOOD DUCK CONCRETE OR HAZO RY OPINING Dr OTHERS SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL. INC U ' EMBEDMENT ENT SANFORD, FLORIDAEMBEOMEM S 11 ' • ONE Dr WOOD A L J TnU:FLANGE INSTALLATI7N DETAIL CG'YC.- rfADCR VII BY BUCK DUCK IT OTMCRS DESIGPF_R Ft> ED viNDOv 1000, 1750, t ZOOS) SERIES I N BY: BB APPROVED BY: DAT£:02/12/02 SCALE: NTS D1FG.: FLEXOfl35 eH,At) 1nIY=o no,Cw.V• ... r" wt 10- %— . *Wt m 't•*.+e•fto s.-)p.AW"m INSTALLAT:ON ANC -OR ONE 11 BUCK 1'0 SCREW IT Cl HERS CAULK KIVEEN WDNC'-f 1yILD DOWN Br OTHERSFLANGEtSHEATHING N61£S. OSSOILLAPPL:iS t) SHIM AS Pt0'0. AT EACr. INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAx. ALLOWABLE SHIM SACK TO BE 1/4T, PLYWOOD (70.) 2) WWOOW FRAME MCE;'AL: ALUMINUM ALLOY W63. IT OtdRS 3 TAY„LIN PWALL.ATIDN ANCmcM AT SILL w5T BE Of SUFFICtr-Wi LT". TO AC.m-F. EMBEDMENx MIN. EMBEDMENT OF I-T/aT INTO MASONRY CO CONCRETE. /TO INSTALLATION SCREWS AT HE4 & JAMBS MUST BE OF SUFFICENT LENGTH TO ACHIEVE 1-3/3" MIN. EMBEDMENx INTO W= F%tMwO AND BUILD DOWN WHERE REOLARED. ExTERIOR FIMSH INSTALLATION ANCMGRS k SCREWS TO BE PLACED 6 w. FROM CORNERS & 24 IN. Tv OTHERS O.C. MAX. a) USE SLICONI:ED ACRYLIC CAW( BEHIND Ww00W FLANGE AT HEAD. SILL k AAMBS. 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF FLANGE. WINDOW 6) CLASS TN"MESS MAY VARY PER ToE RCOUIREMENTS OF ASTM E1300 Cl fSew SPACE CHARTS. SO4LE OWNG IS SHOWN, INS WING CLASS -IS ALSO OUALIFa. WJO DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ANCO EREO BY OTHERS, BUILD DOWN MUST BE OF Su flCIENT STRENGTH TO AOEOUATELT TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLCRIW EXTRUDERS 1000 SERIES DESIGNER WINCCW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES t 2000 SERIES. PERIMETER CAULK 1) ELExAx/0NS SHOW COMMON CONflOURATONS. IT IS NOT INTENDED TO I"! USE OF17OTHERSTHISPRODUCTTOTHESETWOCONFIGURATIONS. TICS SHEET APPLIES TO ALLSHAHA• PEO'D MNFICUBATIONS RAT CAN BE MANUFACTURED FP.OM THE 1000. 1750. 3 2000SEEICrEs) SERIES DESIGNER I= *24DOW FRAM04 SYSTEMS. 10) WINDOW UNIT CAN ALSO SE MILLED TO OTHER WITS US" ALU-NUM TUBE WINDOW fRAtE MULLION. SEE MULLION wSiALWiGN SHEETS FOR REOIYRFMENTS. HEAD IWINDOWPOW ExTE?/OR GLAZ;MG (TTP. SEE NOTES) W:MMV TIME rXL PEAT ETER CAULK ( SHIM As RED'D 1T OtHEPS (SEE NOTES) MIS" 3R / FL tSH 1' CTNCRs SUCKHEIGHT L 1/(" MAR. SHIM S%a.E EXTFRIOR ELEVA'}GN dCALLKIET'V EN QWINDOWFLANGE 0tDtIEITWOOD - CENTRAL MFLORMA $ • 0.4. F. ' CAULK BET-IEEN WOOD Tr_^K t MAN[iFAGWrURER NAMV.: MASO ., OPENII4 \_ONE IT WOOD ITOTME2SKICK' BY OTHERS CONCRETE F i IN A —A XAS'i'Ej ME tNSTA:LATION KNCfE:a • FT, f, l' • o Ir .r.,>i5 3/16• -IA. TAPCON J 1-3/6" MIN MBEDM SUCK VIDTN -i EENT I W SPAC_- I CAULKBETWEEN I xvCBrDuCxTWOBr MANG ET Ir OTTERSITITETHERSHERSSEENOTES>: AV., SEE AS S)t 4 LLA-ION ANCdR W:Nwv FIIANCAULK KTWEEN NGE LWMDMr.t v'3'DDUCr.GLAZING TY7: 17 SEENOTCONCRETEO( PERIMETER CAULK r.Asowl BYOTHERS of OTHERS VIN:IiV VIDTN I ExTER:EP FINISH 5, CTION B—B IY OTHERS A. Fx" EPIC E° EVATION SHEATHING ET C HERS NO INSTALLATION ANCHOR SCREv t' EXTERIOR rUISH---, BY OTHERS PERINETER CAULK - BT OTNERS rim.FRAE HCABCR EXTERIOR PERLtTER CAULK It OTHERS EXTERiDR rmsm IT OTHERS IB PNSTALIATIDN ANCHOR SCREW, c INCANING by OTHERS fat CAULK IEHLND FIN Tv0 IT BUILD DDvm By OTHERS SK,M AS REO'D. iMI) Sm AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEE NOTES) SHIM. MAX. A`LOWA52LE SHIM STACK TO BE 1/4'. 2) WINDOW rRAME MATERIAL. ALUMINUM ALLOY W63. UN. NAL 3) USE %AONIZED ACRYLIC CALLK BEHIND WINDOW FA AT HEAD. SILL k JAMBS. r•6,., VACE s) USE SI ED ACRYLIC CAULX FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW E 3) GLASS THICKNESS MAY VARY PER THE REOutEA£NTS OF ASTM E1300 CLASS CHARTS. SOME GLAZING IS SOWN. INSULATING. GLASS IS ALSO OUALACD. 6) SCREW ANCHM AT HEAD.-SNLL t JAMBS SHOULD BE /6 SCREWS OF SUrF".NT LIM. TO PROVIDE :MIN. I IN. INN_, EMKOMMEHT INTO WOOD FRAME. PLACE /D SCREW ANC ORS.6' FROM COANCAS AND 24* 0.C. MAX.. 7) SULD DOWN ARM" CURVE-0 PRTION W40OW FRAME TO BE ENGINEERED BYOTHERS. BUBO DOWN MUST SE OF Ste. STRENGTH TO ADET£t TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. " 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO rLORtDA CxTR uDFRS 1750 SERIES t. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATONS. it rS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO COW WRATONS. THIS SHEET APPLIES TO ALL CONFIOURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. R 2000, SERIES DESIGNER FUIED WINDOW Mu" SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOIAREMENTS. GLAZING CTTP. SEE NOTES) rim rRANE MI. HIM AS R£O'D. SEC NOTES) T L_ LN• NAL SHfitf SFAU wI rvD BY raAHNUNG EXTERIOR ELEVATION IT OTHERS CAULK BEHIND fill SEC TIONA -A 114' RIX vAa SHIN AS REO'D. - SEE NOTES) rill FRAME JAMB — GLAZING CTTP. SEE NOTES) I: INSTALLATION ANCHOR SCRCV (TrF.) TVO By rRANING IT OTHERS CAULK BDOND FIN 1 ( L_ r Dd(fKnt SHEATHING, . Br CTHNQ3 EXTERIOR EXTC? IOR r1NisH IT GT CRSPER" VImQU VwN byr. OTHER CAULK DOTHEERSSECTIONB- B EXTERIOR ELEVATIO7ERTIONAL INC FLORIDA EXTRUDERS' ANFORDD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. L 2000 SERIES DRAWN AY: BB I APPROVED BY: DATE:02/ 14/02 scAIE:NTS DWG.: FLEx0037 H 1. N. w, No a w tAN NNt \M. UK M HNiP.ty. ft 6 X'" A w anA w — ,P NlYNN 13 CONCRETE DR SHIM AS RE'O'D INSTALLATION ANCHOR MASOril2Y £MING (SEE NOTES) 3/16' DIA. TAPCON By OTHERS INSTALLATION ANCHOR CAULK BETWEEN Ra SCREW (TYP. WHEREDOORMANGETAP-ONS ARE NOT REO'D.) L WOOD BUCK CAULK BETWEEN ONE By WOOD PERIMETER WOOD &1CK L BUCK BY OTHERS ERICAULK BY MAS'Y. OPENING OTHERS BY DTA+:RS 1 1/4' MIN. EM3EDM£MT SLIDING DOOR GLASS By- OTHERS Q DOORR FRAME 9 , C 1/4' MAX. JAMB 1 D SHIN SPACE TEM?ERED GLASS INSTALLATIN( ANCHOR ( TrP.) BB SCREW (TYP. WHERE TAPCONS ARE NOT REO'D.) SLIDING GLASS PERIMETERDOORFRAMECAULKBYHEADOTHERS S.G.D. WIDTH TEMPERED GLASS VYP.) - DOOR HEIGHT SLIDING GLASS } IomFRANC'''''' SILL o f I/A' MAX. SHIN SPACE CONCRETE ORt1/4' MIN. MASONRY OPENING iEMBEDMENT BY OTHERS Ow- BY WOOD INSTALLATION ANCKAA 7CAULK BEtvEEN BUCK BY OTHERS 3/(6' Dia 7APCON WOOD BULK L MAS-Y. ,OPENING BY OTHERS CAULK BETWEEN CAULK BETWEEN $L:DING GLASS DMR MOO( STRIP L G WOOD BUCK L HOOK STRIP Q WOOD BUCK NASTY. OPENING BY OTHERS SHIM AS REO'D. ' 1 i I (SEE NOTES) 1-1/4' MIN. EM_-'EDMENi C 4 INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN DOOR FLANGE t WOOD BUCK ONE BY WOOD BUCK By OTHERS CONCR r-E OR MASONRY OPENING STUCCO BY OTHERS BY OTHERS 1 $.Q.4y.TEMPERED GLASS N B OMWA VA.1CAii < TY Y V1 i _ AIDDING GLASS DOOR INTERLOCK MASTER FILE # l HOOK STRIP DETAIL 1) DOOR MATERIAL. A AI~ ALLOT 6"3, 1) ToCOM TYPE R6TALCATION ANCHORS MUST K Or SVF1CIENI LEAGTM TO A04EVE MIN. EMKDHEMT Or 1-1/H, INIO MASOWf 00 CONCRETE. 3) AtT[RHNTE TAPCOR INSTALLATMM AMC)ORS FRGR'T TO SACK IN ALL rRAME 'MCttK*L A)-tAPCOk ANCHa:CMAW ON RACK Cr THIS SK£T. . 5) USE SILICONIM9 AtML1C CNAK KMIMD DOOR rtma AT MEAD L JAMS. _ 6) USE SRKONIIED ACIRYLX CALLS FOR KRIHCTER SEAL AROwD EXTERIOR Or KOR 7) Ir EXACT DOM EEH IS HOT LISTED W ANCHOR CHART, USE A C)CR'OUANTOT .LIStEO W:YH KXY LARGER S12E.'FDt"TK ApMkOMATE DESIGN PRESWIE RECL b rOR POCKET I= SASS USE CLOSEST D<PASS DOOR SIZE L CDWIGWATTOM TO VdSmCD OPENING PLACE'TATCONL 30 rRONT Or BOOR SIR! AS SNQVk f7 "GLASS T14OMS MAt VARY ,PER REOL'REMEMTS Or ASTM.EIM GLASS CHARTS. Ro) ALL fKTOM ARMLIE7 HOLES NOT DCSION tED rORR TAPCON AMCQd= S)ORLO K r"ED N1TM AS SCREW: Or SBFr1ClENt LENGTH tO ROVIDG MIN wr EMKDNCNt INTO WOOD D•ALI, DOOR W1T IS A PRpVEO TSU4 TEMPERED CLASS IM UWA t (LASED OR WA&ATD4 CRASS. 11) JAM / SILL CO%M0S ARE TO BC SCALED WRTM A SMALL JOINT SEAM SEALER. I .. f3) SHIM AS REO'D At E4 SET Or WSTALLAtiON NCMW- MAX ALLOWADLE SRN STACK 70 K V.-. ,.. IA) ALL WSTALLAtMm AmC ORS MUST K MA:t OF CORROSilON ASSISTANT MATERIALS. 15) •VNERE 'X' KMESEM'9 MOVWG PANEL AMD V REMK.SEMiS FIXED PANEL APPROVED , A . COT AL , NFU ARE IO LT LISTEDONANCKIR SHO ON DACE K tNIS SHEET . 6) NOT ALL COONS AE AS IVE& ADI7VE ARE S)UWMON THIS ORA•/M(. HOWEVER WSTALLA1IDrI 1 EXTERIOR ELEWF"'ON SECTIONS 'A-A'.'D-Y, HOOK STRIP K-,AIL aftT TO IMSTALLAIMN W A" APPROVED c Y 2 PANEL DOOR SOWN 17) WS CONrIOLOtDET IH EACH PAIR Or fACTORY APPUED W-rALLA'WM HOLES WLESS NOTED MJLIRENi . p A 1{ A O A 1-1/1' M.N. OrKRVISE ON ANCHOR CHART. SEE DACc Or THIS MET. A 0 ... tb rtORIDA EXtRUKRS ADO SERIES AIDMG GLASS DDOt IS SHW)L THHT R3NT ALSO APPLIES TO A A p A D R1 L13ERALLY CAU. u UNDER SILL INSTALLATION ANCHOR - ORSETSILL1NBED3/16' Dia TAPCON OrCONCRETESECTION A -A DATE: 10/25/01 —]SCALE: NTS SDK( #: FLEX002i f A 41 PRDOUCT L AYLxnTM CKLACCRW4 RK.. YSA WTCR ljokAL ANv., udr( -A, P(Arwov. rL k:A. 31-46.. 407-CS-MS f" 487-CS-13" SHEATHINGBYGTRS INSTALLATION ANCHOR — DOOR VIDTM /s• mAx. SHIN SPACE INSTALLATION ANCHOR SHIM AS RE'O'D StREW j TWO B1 v00D s8 SCREVN8cSEENOTES) 1-1/8 HIM.Br OTHERS Tv0 BT VOODEMBEDMENTByOTHERS CAULK BETWEEN TvO BY WOOD SLIDING GLASSDOORFLANGEBYOTHERSDOORFRAMEiSHEATHING CAULK BETWEENJAMBHOOKSTRIPt SMEATMING SLIDING GLASS DOOR 1/A MaK SHIM AS NOTES) Q Now STRIP SHIN SPACE INSTALLATION ANCHOR 13-1/8' MINR8SCREV01115DMENT1-1/e' HIM. EMBE EMBEDMENT TEMPERED GLASS CAULK BETWEENSTUCCO OR SIDING TYP.) DOOR FLANGE BY OTHERS L SHEATHING SLIDING GLASS DOOR FRAME S:TLPCCO.OR PERIMETER READ ATHING OTHERSCAULKBY PERIMETER SHEAOTHERSBYOTHERSByCAULKBYTEMPEREDGLASS TEMPERED OTHERS STUCCO (TYP.) OR SIDING SIDING, BY OTHERSGLASSEDBYOTHERSSLIDINGGLASSDOOR r_ 1'.. INTERLOCKiA.sJ.:..1i. ti rk'ilr i,. r?A a DOOR SIGHTIGH SECTION B—B HOOK STRIP DETAIL p DA vD A SLIDING, GLASS. / DOOR FRAME / SILL 0 A U DDDR N TwAL, ALWM7t ALLOT LOGlRPdTALLATWNS=vs Rust K Or SWnClENT L[MGTN To A=vC NeNL ENICDKNN7or1-vr. IRTO VO0. .TAPCON_ITPE Ws*•WKT77R Ahooks AT siLL Ur D[ Or u"ICMRI LENGTR t0 ACH2vE MIKE . ? t-vs, 040 RASawl OR CDOKT4 : ....... .. b INSTALLATION ANCHO CHART ON BACK or 1142 SHEETs) UK 9000r82ED ACMIC CAULK BEMIAM DOOR 6,W4i AT HEAD L JAMIL - S1 USE 90CWVJ ACRYLIC CAULK r'OR PERTEM SEAL AROtANO EKTLROX Or DOORWItCLACTDOORSIZEISNOTUSTED1NANCHMCHART, USE ANCHOR QAWTirT USTED WITH NEVLARGERStmroRiK .PPSOMATE "DESIGN PRESAAE kt"---- . FOR POCKET DOOR SIZES USE.CLOSCST WASS DOOR SIZE I CbWrA*-i'TMN TO roave W,%pc PLACE tMSTALLATION ANCHORS. IN FRONT Or ICOs STOP AS vow". . N CLASS louvei MAT vART PER REOIRRENNENTS or ASIN C130D GLASS MARTSsTDOORVKtISAMROvEDMhoTCWUXVGLASSINO-C G:AW OR INSULATING (LASSmNAANB ."SILL CORHKRS ARE TO DE SEALER VITN A STNALL JONT, SCAN SEALER. to SHIN AS NKO'D. AT EA SET CK INSTALLATION NCHO . R L ALLOWABLE SNlM ITN" TO _K 114'. 12) ALL INSTALLATION ANC RS MUST K RAZE Or C300SR06 RESISTANT NATERIALS - 13) VNERE 'A' REPRESENTS PCVbG PANEL AND Jr REPRESENTS FtXC9 PANEL AP/RCVEDCOKIGIAATD)NS ARE AS USTED ON ANbQ CNNt ON BACK Or THIS $mat. EMBEDMENT EXTERIOR. ELEVATION "' SECTIONS " 'NLISTED1>mOETAX &- r"TOISTSAI."Ar A A:. INSTALLATION COWIG RATIONL _ D A - O A 1-I/4' KIN. - - SL ZDDD ;ERIXT AB S St*ICS AIDING GLASS DOOR IS SNOW IRIS PRINT ALSO APPLIES TO2PANELDOORSHOWN , REV DESCRIPTION DATE . INI CCC.' p T / EXTRUDERS LIBERALLY APPLY 1 L UCIZCif') INfi. INC. SarlfoRD F.LCAULKRv4UNDERSILL . OR SET SILL IN"8ED INSTALLATION ANCMOR COPI_RETE 3/36' D1A. TAPLOHI. TnU: SLIDING GLASS DOOR INSIALLATIQN' WITH #8 SCREWS` SECTION"A-A DRAWN BY:3B _ APPR4N£D BY: F 12002 1 PATE 12/17/01 rSGti.E: HIS JDWG jfLEItBD27 ;Nt 1 OF A.r..NNe n. PSDOUCT a nPF1.KArR)N CMGTrtttNNG. K nD wIGRNArmNNN,L PAVT. Stx 27A sAtNnN, rLOicDti xt.a. NR7•pS•ofa ru nDT-Rm-DS/a 2t 1000 P.WJDESIGNER SILL CTYPJ q SELF MS IX 2 X4/e TUBE MULLION SEALANTwvcwvn t KuJm SEALANT 2CTVEEN' 6 1--68 X 3/4 SELFFLANKSwVWWTAPPINGSMS HEAD (TYP) SET VET%ffX w mw nANC " ACTION A -A (1) L MULLMN 1000 P.WDESIGNER SILL CTYPJ . 68 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION f1m0JETwaFLANWI MULLION X 3/4 SELF 1000 SN. TAPPING SMS HEAD (TYPS SEALANT OCrWM SECTION A —A (3vDiwwFLANGES L MULLION 1000 P.VJDESIGNER FLANKSSILL (TYPJ X MLLIDN 68 X 3/4 SELF TAPPING SMS1 X 4 X 1/8TTUBEHLgAION f8 X 3/4 SELF 1000 S.N. TAPPING SMS NEAR CTYPJ SECTION A —A (5) 1000 P.VJDESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS Ix2x3/8 TUBE MULLION X 3/4 SELF 1000 LK TAPPING SMS HEAD CTYPJ SECTION A —A (2) M. P.W./DESIGNER SILL (TYPJ iB X 3/4 SELF TAPPING i X 2 7/16 X TUBE MULLION APPLIES TO HEAD do SILL WHERE I' X 4" AUXn_wRY PIATE DETAIL C & 2" X 4" TUBE MULLIONS ARE USED 60t ADDUMNAL ANDOM V1C+ MCW 04M . SHEATHING O 0 INSTALLATION ANCHOR {8 VODD SCREV CTYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS IDDO P.VJDESIGNER stu i4 SELF SMS 2X4X3/8 TUBE MULLION 68 X 3/4 SELF 1000 SUN. TAPPING SMS HEAD CTYPJ tlt8 X 3/4 SELF TAPPING SMS SECTION A —A (4) IppO sx MEAD CTYPJ 1000 P.V./DESIGNER SILL CTYPJ SECTION A —A (7) THINGs iX4X3/8 > , I I TUBE MULLIQN 14XWTom 71 0111: A 8 X 3/4 SELF 1000 SUN. TAPPING SMS WAD (TYPJ SECTION A —A (6) MULLM APPLIES TO New & SKL Wmm 1 * x Y 1- X 2 7/16'_7UBE MULUONS ARE USED DETAIL 9 r= 1NSTALLAT W ANCHN OB Vm0_ sCAEv CTY) NOR¢ CL1P Li I/8' MIlL 1 EMBEDMENT J LWEDMOT F. ell 0 L/, FLORIDA EXTRUDERS na'rxxAlxoavA, INC SANEORD FLORIDA nTm- SER: . 1000/ 1500 FIN SHEET 1 OF . 2 ,, - TR I PLE HEIR I ZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE -CAPACITIES DRAWN BY: MSH APPROVED BY:" DATr-2/6/02 scALE:NTS - Dxc.. "I MFINTR SEALANT FLANGES J00 P iGNER TYPICAi ItULUON TO OM I' EAPPI.IEs TO .IAMB WHERE • x 4• QtiNDaV11000P.V /1 SIGNER k 2• X 4• TUBE MULLIONS ARE USED) SILL CTYPJ #8 X 3/4 SELF8X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE MASONRY BY OTHERS IX2 X 1/8 1X2X3/8 TUBE MULLION TUBE MULLION ONE BY vow; VINDaV1 [ FLANGES CMIIRRAL nORMA B.O.A.F. Bode BY OTHERS Q 8 X 3/4 SELF . S.H. TAPPING SMS HEAD CTYPJ vvww FLAMES SECTION A —A (1) t MILLIGN L:! BESIGHER PJ 8X 3/4 SELF TAPPING SMSI X 2 7/16 X 1/8 TUBE MULLION 1 , INSTALLATION ANCHOR 3/16' BIA TAPCON SCREV ANCHOR (TV-) EXTfRNAI NA.L1 1 INSTALLATION CLIP LLLION TRAPPINGSMSMASTERFILE6 . HEAD CTYPJ SECTION A -A (21 itX10 P.V DESDBCER 1000 P.V DESIGm3z SILL CTYPJ SILL (TYPJ 8 X 3/4 SELF W X 3/4 SELF TAPPRIGSMS1X27/16 X 3/8 TAPPING SMS I TUBE MULLION /2 X 4 X 3/8 Li 1/4' MIN. TUBE MA -LION EMBEDMENT 7" GoRiGba. .lr PUDrGRS. SELF T JErWTEM SE&MT BErfm L MULLION wrNmV FLANGE t MtLLIGN 8 X 3/4 SELF #8 X 3/4 SELF I= & K TAPPING SMS IOOO.SH TAPPING .SMS HEAD CTYPJ WAD CTYP.Y SEALANT KTYEEN H SECTION A —A Q SECTION A —A (4) #8 x 3/4 SELF VVaaVTAPPING SMS tMULLION1000P.v DESIGNER WOOLP.VDESIGNER . SEALANT BETWEEN . rSILL CTYPJ M Sit SB.L CTYPJ WINDOW FLANGES j HEAD (TYPJ 8X3/4 SELF t mu -ION. #8 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4 X 3/8 SECTION A —A (7) TUBE MULLION TUNE MULLION T, _ 8 X 3/4 SELF t8 X 3/4 SELF i000 TAPP89G. SMTAPPING S I &K SMS 1 a 20 HEAD CTYPJ HEICD CTYPJ SF[ TION ' A—A-15i IIIg A L.A- VIEWED FROM . EXTERIOR FLORIDA EXTRUDERS ',& T.'.O ox'N; ITTM-SER. 1000/1500 FLANGE SHEET 1.OF.2 TRIPLE" HORIZONTAL MULLION SECTIONS." SEE OTHER SIDE "(SHEET-2 13F_.2) FOR DESIGN,.. PRESSURE CAPACITIES- mun lin" Si AMGO -pr FuTT 2/ 6/02 scAmNTS DWG- iHMFL-GTR-- 1000 P.W./DESIGNER SILL ATYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION VIVINDOV F L NULIM SELTi1.A S + V \--SO X 3/4 SELF L MULLION 1000 SA TAPPINGSMS SMSHEAD ( TYPJ www FPS SECTION • A —A (1) L NLILLION . . 1000 P.WDESIGNER SILL. ( TYP.) 8 X 3/4 SELF TAPPING SMS I X 2 7/26 X 1/ TUBE MA_LION SEALAANT B L MULLION s8 X 3/4 SELF - 1 0 TAPPING SMS HEAD ( TYPE SEALANT BETWEEN SECTION .A —A (3) FLANGES VRAMc IBIIlIDJ 1000 P.W DESIGWR . VkWV rS1LLCTYP L MILLION — r #8 X 3/4 SELF TAPPING SKS1 X 4 X 1/8 TUBE MULLION 8 X 3/4 SELF TAPPING. SMS INN S.KWAD ( TYP3 SECTION A -A (5) 1000 P.WJDESIGtER SILL CTYP.) 8 X 3/4 SELF IITAPPINGSMSIx2X3/ 1 AUXILIARY PLATE ADDtTDi4L µDoes. Vgfll aoufRcm DETAIL C APPLIES TO HEAD do SILL WHERE T' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING g ETVEEN FLANGES TUBE MILLION INSTALLATION ANCHOR RB WOOD ` EN SCREV (TYP.) I xLfOn 0 EXTERNAL MLLU13N INSTALLATION CLIP TVO BY Vt1aD 8 X 3/4 SE40DJTRAL FWR BY OTHER 1000 S.FL TAPPING SMS r HEAD '( TYPE NAM& A41 H BILLION —= SECTION A —A (2) ear.° . _ rSIILLL QYPDEStGNERr 98 X 3/4 SELF 10p0 P.VJDESIGNER . TAPPING SMS SILL (TYP.) IX27/16X38 L A 1 TUBE MILLION # g X 3/4 SELF TAPPING SMS _ .. ,. 2X 4X3/ 8 TUBE MULLION. i 1/ 8• MIN EMB£DMEN EI.EYdt1019 SEALANT BETWEEN YIEIMED FROM EXTERIOR mmv FLANGE L HLLUON at B.. APPLIES TO HW 4: SILL-WH RE f' X 2- t 1' X 2 7/16'. TUBE MULLIONSARE USEO 8 X 3/ 4 SELF 1000.SJi TAPPING SMS HEAD (TYP3 SECTION A —A ( 4) AW ATNOI AWLiQ e vane fxacv crrn 1000 r P. VDESIGNER SILL CTYPJ 98 X 3/4 SELF . 4#8 3/ 4 SELF TAPPING SMS G SMS 1000 S.H SECTION A —A (7) I X 4 X 3/8 HEAD (TYP.) f TUBE MULLION FLORIDA EXTRUDERS IlsAmjTIONAL, INCA SANFURD, FI.ORIDAt.E. SER. 1000/ 1500 FIN SHEET i OF _2 .. MN HORIZONTAL MULLION' SECTIONS- SEE OTHER SIDE ( SHEET-2 OF 2) FOR X 3/ 4 SELF • / F `DESIGN:. PRESSURE :CAPACITIES 1000 Srl TAPPING S1(S _ RAVN BY- MSH _ AIPPROVED. BY: SECTION A, A ( 6) ' HATE 2/6/02 SCALE: NTS Dwr.: 1HMF INTW SEX -MT. 3ETtiEF9 WLNDDV FLA.NC-S rrn 1'.N 1000 F.kJ SIriiCER . 1 SILL C T YF ) 18 X 3/4 SELF TAPPING VMS X2X1/9 T;?BE MGLLICih SEALANT B=TV•1rN K&LICh e6 X 3/4 SELF 1D1L S. )APPLY SMS s:ALaNT SFcTiO!v A —A (3) wis6ww f arwES S "JULMN IM3 P.W./DESIGNER j SILL (TYP.) 08 X 2/4 SELF TAPPING SNS i X 2 7/16 X 1/6 Ti1$`_' MULLION SEALANT B=TVE CGC P?.'./D£SIw`J£R ; TYPICAL MULLION TO CONCRETE C JAMS r 1 (APPLrES TO JAMS WHERE 1- X 4' i SILL r: YPa & z- x d- TIiBS MSLuoNs A.=E USED) 4I AS X 3/4 SELF I )I TAPPING SNS gye7k£RSOR MASGNRY 2x3/3. TL3E F.NTitAL FLOPMA B..O.AF. BUCK L_oth£RS 4 VANMACrUM HAMS ts X 3/4 SE:: Lo tn9 v TAi^GIhC SYS ri3M+!r DETAIL 8 LNS'.ALLATION 49>0 3/16- MA. TAPCON SIMEW EX:4994L.mu-L1GN L%STALLATWN CLIP SFC T, iON' A —A (2) ! r-1DG3 PAJ./DESIGNER 10C9 PLY /DESIGNER 1 SILL CTYPJ SILL CTYPJ aj49X3/4 SEL% , r TAPPING SMS _ 48 X 3/4 SEL; '"Y . I X 2 7/16 X 3/2 TAPPING SMS TUBE NULLIM 2 X 4 X 3/8 +I I 4' MIN. i" Lin LDYCJV FLANGES SEALANT SETVKN". L KOLLONN VINDDV FLANGE t xuL:.1tXN X 3/4 SELF \--sE X 3/4 SELF Iwo S-H. TAPPING SMS SJi TAPPING SMS HEAD CTYPJ pr-AD CTYPJ SEALANT QEr`''EEN SECTION A -A (3) SECTION A —A (AlWIN.%V FLANMS x8 X 3/4 SELF L WA-LMN , TAPPING SMS r1DG0 P.W./DESIGNER• SEF-ALANTBET'£h r- 1000 F.V./DESIGNER SILL ( TYP.) VIND1Tw FLANSsi I SILL C'.YP.) ` HEAD C1C: S.H. TYPJ 68X3/4 SELF • T kE X 3/4 Salf — TAPPING SmS TAPPINu SMI. -SECTION A -A (7 i iX4X1/8 1x4X3/8 i F huL.ltiN 1 / vvL 1 / f L S FTAi' fl EL£ VATiCN V NED FROM EXTERIOR I I f ITTIMSER. i 000/ ,500 i= LRNGE _. SH'ET 1 GF 2 TWIN . HORIZONTAL MULLION SECTIONS" S E u , ^G K o :1, . SH i 2 cos ire X 3/4 SELF xa x 3/4 SEL. J ; DESIGN,PRESSURE CAPACITIES. , TAPPING SNS _ 10uC SrL TAPFINC SMS1000 S•Ji. ,. HEAD CTYPJ riEAD CTYP.) FEBmm BY: MSH APPROVED BY S- EnONA --A (5'. SECTION' A -A .x51... _ . _ F15 01V ;DATE:2i4i1-12 SCALE: tJTS nxc.: I HMFLGTW 1000 P.W./DESIGNER SILL CTYPa i8 X 3/4 SELF TAPPING SMS 1x2x1/9 TUBE MULLION V TWEEN FLANGES- L MULLION t SCA ANT. BETWEEN' ILMANGESttBX3/4 SELFtMUCH1000S.H. TAPPING SMS SEALANT BETWEEN EAD (M.) VVQOV FLANGES SECTION A —A (.1) L MULLION La P.W./DESIGNER 3/4 SELF NG SMS . I X 2 7/16 X 1/8rTUSEMULLION A m ARY WM ADDITMNAL ANOM VND NCOAMM APPLIES TO HEAD & SILL WHERE 1' X 4' a: 2' X 4' TUBE MUWONS ARE USED DETAIL C SHEATHING 10 INSTALLATION AMA t8 VWD — SCREV. (TYPa. EXTERN& MULLION D(STALLATIWL CLIP CENIMAL FL4IRID'A B.O. ° BY YID se X 3/4 SELF BY OTHER _ 1000 SUi TAPPING SMS . h[ANWAL"rLj N ' HEAD CTYPa /A>t MULLION SECTION A -A (2) r'l €,L(ERS 1ODD P.V DESIGNER KASM FUZE, # 6 - r SILL (TYPa nrr n, 1 D8 X 3/4 SELF 1000 P.VJDESIGNER A - TAPPING SMS SELL (TYPJ 1 I X 2 7/16 X 3/8 L_ A / TUBE MULLION I18 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION Vi Dw FtAai L MULLION J4 SELF 1000 SA .TAPPING SMS HEAD (TYPa sEAL:ANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 PWWSIC,NERr S E SILL CTYPa L MUILLIGNr88X3/4 SELF TAPPING SMS I X4X1/8 TUBE MULLION r 1000 P.WJDESIGNERSILL (TYPa 08 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION A SEALANT KTVEE? MUFLANGE & MULLION LLId108 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPa SECTION A —A 74) r I= P.V./DESIGNER I SILL (TYPJ fff 0 8X 3/4 SELF TAPPING SMS 1X4X 3/8 TUBE MULLION i8 X 3/4 SELF 08 X 3/4 SELF 1000" TAPPING SMS. TAPPING SMS 0SitHEAD ( TYPa . - . HEAD .CTYPa SECTION - A —A (5) SECTION A —A (6) 1 I/8' MLIML EMBEDNEN7 __ iLEYU1i14I1 __ VIEWED FROM EXTERIOR DETAIL B APPLIES 70 Mw rt SILL, WHERE 11 x r 27/16'.TUSE:UUUJONS ARE USED - ALuTIM N cNoR _ V= SCREW crrr Nam CUP i8 X 3/4 SELF TAPPING SMS EDoo sIL SECTION A —A (7) a HEADCTYP1t/B' MDt EisKDMEM - FLORIDA EXTRUDER_ S SAMATTorrAr...rrrc FWPMA SER. 1000/ 1500 FIN-. SHEET 1 -OF, 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF- 2> FOR w DESIGN PRESSURE CAPACITIES 1DRILMN BY: MSHAPPROIiEDX— DATE-2/6/ 02 SCALE:NTS Dttc.: 1HMFIN 16 1000 P.V./DESIGNER S%L (TYP.) 8 X 2/4 SELF TAPPING SM.S 1x 2 xve SSE N;JLL-iJti 0 SL:A N' iTVEI L M:iiI 11 SM.mT 3"TVELL-NJ L.wQ X 3/4 SET' VD+=W FLANGS TRPPih SNSLMJILtE =3 S.K r4.AL, ( 4 YY.) SEALANT BE ViEN VLw%Z-W FLAN.r_S SECTION . A —A 1 , L WUL L W L000 P.V./DESIGNERSILL (TYP.) 8 X 3/4 SELF TAPPING SMS I x z 7/16 x i/e TUBE MULLION BETVEE 01 I tM'LL iO i £ SM MB X 3/4 SELF I= SRTAPPING SMS HEAD ( TYP.) SEALAN- BETVEV SECTION A —A Q ViMDOW FLAKE$ L KFUMN J- 1000 F.W. AN /DESIGNERSEALANTBETVEEM j SILL (TYP) VINDOV rLANGES - j 06 X 3/4 SELF L MLLLMN TAPPihG SMS1 X Al X 1/e IUBL r.LA.LIIJN I ICOO P.V./DESIGNER TYPICAL MULLION TO CONCRETE 0 JAMB f— ( APaL'ESTO JAMB WERE i- X A- QT 1SILL (TY=a ' 2" X 4' TUSE MULLIONS ARE USED) 1 r-bA X 3/4 SEI.F I TAPPING SMS l4 CONCRETEORMASONRY 1 BYOTk£icS i .( xX3i5 , flE Xw_.ut SONE eY VOCD_ f, BLI-K BY OTHERS Q I 1 iCENTRAL : FLOMA B.O.A.F. S X 3/4 Sc_= 1 TAPP1- IreSMS MAMYACrM= NAME D AIL-2 INS' A_I.ATIC•NANCHCR 3/16' DiA TAPCGN S.r'V AIrAR (7Y-a EXTERKft JLL0N INSTAL ATION Ct1F HEAL ( L4P.) f=RaDA W-13y2ER1 I 4 I SECTION A —A (Z? xum F # ( __e. r STI L P.N./bESiGtkR i s_ L ctYPa Q 9e X 3/4 SELF 1320 P.V./DESIGNER TAPPifiSMSrIx27ELL (TYP.) II nsx3/aTLiBEMULLIOIN — 4 {-.- 1 1/4' Y.IN. seX 3/ 4 SELF Eii =LM ENT TAPPitw SMS 2X4X3/8 TIUSE MILLION TAIL 1-- tLM t8 X. 3/4 SELF TAPPING SMS ELEV.4-lMN icon S> i. SECTION A —A W VIEWED FROM EXTERIOR FLORIDA EXTRUDERS n° N. RIDA Tmy— SER. 10001115001 FLANGE SHEET i OF, 2 HORIZONTAL MULLION SEA.. IONS t SLE : J I HRS j,^_ SHEC C U Chi FLLiiR 08 x 3/4 SELF n x 3/4 SELF i DESIGN PRESSURE CAPACITIES TAPPINGSMS iAPPL'+ tz SMS ' i400 S . ; rS TYPJ 'DRAWN BY. MSH : , APPROVED HY HEAD (..Pa PC10N,A-A.( 5i _SrCT:v:'ti A --A (6 ._. .________. : --_95 M _._;.DATE:?/..4(J2 9CAm.NTS DwG.: 1HMFLG s-,ALANT BETWEEN VINWV FLANGE 4 NULVCW 08 X 3/ 4 SELF TAPPING SMS HEAD ( TYP.) SECT10N A —A ( 4) r1000 P.W. IDESIGNER SILL (TYP.) . 8 X 3/ 4 SEI:F TAPPING SMS 1 X 4 X 3/8 F---inn i Tui: K.A-Lll;i 1000 S.K 1 X 2 X 1/8 1D00 S.M. 1 X 2 X 3/8 TWO BY WOOD DETAIL JAMB (TYPJ TUBE MULLION JAMB (TYP.> TUBE MULLION BUCK BY OTHERS 8 X 1/2 SELF #8 X 1/2 SELF 1 1/8• "L TAPPING SMS TAPPING SMS EMBEDMENT T 2 X 4 X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION trWINDOWFRAMEWVMVFRAME INSTALLATION ANCHOR #8 WOOD MULLION EXTERNAL TYPJ i MdLMN 8 X I-L2 SELF #8 X 1=1/2 SELF EXTERNAL MULLION SMS TAPPING SMS INSTALLATION CLIP MUL SECTION A -A (1) SECTION A -A (2) LION 1 X 2 7/16 X 1/8 1000 S.H. APPLIES TO HEAD do Su WHERE 1' X 4' l000 SA TUBE MULLION 1000 S.M. I X 2 7/16 X 318 JAMB (TYPJ do 2' X 4' TUBE MULLIONS ARE USED JAMB CTYPJ JAMB (TYPJ TUBE MULLION APPLIES TO HEAD do SILL WHERE 1' X 2• 1- X 2 7/16- TUBE MULLIONS ARE USED 8 X 1/2 SELF 98 X 1/2 SELF 68 X 1/2 SELF CHTAPPINGSMSINSTALLATIONANOR TAPPING SMS TAPPING SMS DETAfL B #8 VO[JD SCREW TTPI SILL CLIPSEALANTK SEALANT BETVEEN SEALANT IETWEEHI 9 X 1-1 2'SELF IDS + +Smm, VDIIbW FRAME VDQW FRAME EMBEDMEMT 8 X 1-1/2 SELF #8 X 1 VTSELF. SECTION A -A (%) sH[Anmt -7 TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (31 SECTION A -A (4) " AUXtuAR1' BtA1E 1 X 4 X 1/8 TOR X4X3/8 .• TOR ADDITIONAL. ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION D. O F A p p low S.H. 1000 S H RID _. } — — — JAMB ( TYPJ JAMB (TYPJ ya lax n \ 8 SELF TAPPD i SMS ( TYPJ DETAIL 8 MHL.LION 8 X 1/2 SELF #8 X 1/2 SELF QQ TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS mTEEftQnoNAI., we SANFORD, F KDA . USER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS - SEALANT BETWEEN SEALANT BETWEEN - WDOW FRAME i MWu10H f 9 2t 2 KALMXFRAMESEE OTHER SIDE ( SHEET 2-OF '2) " FOR 8 X 1=1/2 SELF #8 .A-1/2 SELF DESIGN PRESSURE CAPACITIES -:' TAPPING SMS TAPPING' SMS DRAWN BY; MSH APPROYEO BY. . SECTION A -A (5) SEcTio& A -A (6) DArE 2/6/02 SCAtis NTS DVG- 1VMF"IN iy iGGG S.M iX2X1/? 1QGG SiL X2X3/ 18 ONE BY WOOD— DEAL C JAMB tTY?J TUBE MULLIGN . JAMB (T YF.) TUBE MLA LION i 3uCK BY OTHERSL CONCRETE OR MAS_N"RY BY OT1•£4S Ic6 X 1/2 SELF X 1f2 SE_r 1 I/A' MIN. Q a TA=?iNG SMS a TP.P fAsG SMS MBfLMEN? Q' I j XALAMT ffiT- VSE S£ALar BETWEEN! i :: is AL': ATL AA Q 3 16' D:A. z L MULEIc71\ 2'N'u... . - c K 4 X c* eR:RJr SrfsCld-AkC i C:Y?-: R6 X 1-I/2 SELi J.X. M,._a 1 RhAL M;~LI3f1 TA°P.k= SKIS A+?iGs.i .Sri$ I'•$ Aar Ts1r-. CLP 519JT0N-A— i 1 SECTiOR A -A i2i r-CA--Mu CCN TO CONCREM 4 HEAD t`(%SUES TO HEAD k SiLL WHc4.. 1"X 4' X 2 7116 x 3/6 'G Sx - lL s t X .t;BE A},i,1,Cl:S ARE L'SEC 1G4G S?i TUBE MLLLiON JAMB CTYP.) 1! 1G S.M NXE MU'_LMN JAM? (TYP.) JAMB (TYP.) DETA-- rI B6 X r/3 SELF I -INSTALLATION ANCHOR a5 x 1/2 SELF of X 1/2 SELF TAPPING SmS I 3/1E' DIA TAFCC-N TAP?LNC SMS TAPPING SMS I SCREV ANCHOR :iYP.) SILL CLIP SEALANT KTWEEEN VIMWV FLANGES L MULLION L- NE X 1-1/2 SELF TAPPM SMS SECIION A —A (J 1 X S x 1/6 TUBE MULLION k8 X 1-1/2 SELF SEALANT IETVEEN ETVEE VINMV FLANGES A?PSMS r VINBOV F SEALANTL ' MULLION Q ,'. .. EM3<sZENT sE SECTION A —A -(7; Q PREC4ST Ksx -z 2TAFPDW, i'.SMS SILL BYOTHER$ NAIL fCTIONA — A (4r p_fYPIARYP_.AT m- ADD! TIC!14L ANCHORS, V- N RwUiRED) 1 X 4 X 3/6 TUBE MULLION O•.EY Iax SA 1010 S.H.- AMB (TYP.) 1 JAMB (TYP.) . n6 X 1/2 SELF TAPPING SMS SEALANT BETWEEN l VWDOV FLANGES L MILLION 1-?r8 x_1/2 SE nPP r4 Sks- mill A A vP r` F T(.PP_— SMS tTYP.) `- DFTATI 8 .. fV j V' 9 VIEWED FFROm EXTER,ORI FLORIDA EXTRUDERS qAn T=: SER. 1000/ 1500—FLANGE - . SHEET is Or - 2 VER T ICAL. MULLION SECT IONS SCALAmt IIETVEEEM ! _ VINMW FLANGES SEc. LATHER S I DE C SHEET' c Or 2) rllR L r.1L IanLICSIC'+I- PRESSURE, CAPACITIES_: rf8 x1-1/2 Sv F ' FEB TAPPDrC SMS "Ci JL BRA1fN HY MSH AP OVER HY __APPROVED r_L rv.v n-A Vic,' IDATE:2/ 1 /Gc SCALE: .TS N . DRc.: I M = LG 0 1 x 2 x 1/8 ICE:' S.H•- I X 2 X 3/e I -+Ai; JA BiYP3 TUBE ML':LMN .:w{Ss ; Tu3_ MUL_LDN } TYPICAL VSPT.;CAL TO K-R'ZCNTAL MULLION TO MULLFCry y cT111C i Y, L_ IX OR _ X KLL 8 X I/2 SELF 08 x [/_ S-ELF 2x 4 X 3/6 — t o_-I r M TAPPING SMS iA.. t1SSTOEMVLLM. ii iTNTERNA_ CLIr Si eti' i+STtc:?I SF A'h 3Ew-SEN - A!•.E Y ` 4 I 3 .. V.NLt. V FLAKES rlr w'i t:ANGt ' \--It[' R L miLLION L i !3. 'a7PITx SNS _— f1E x I-I/2 SELF TAPPINC VIS i- tie X .i'_ S.Lr { i T. C l :QN A —.A (!) 4 AP !* I SMS j , 1 ,XOR 2X H'Jti ('Y?:) T.X27/ I6X I/e .-! X_ 7/IE X3/E li " TS$, Kr LIQ,N + TALLATMliANEHC4 139C Sat 13GO S.H TUBE M.ULLICiv j i r3AS' BIA. TAPCON TANS CTYP. 1 JAMB CTYFJ SEALANT Ii=iVK-tt VIN".,!IV FIArY£S kl X 1-I/2 SELF 1 SCREV ANC7£4 CTYPJ t MLLBS4 TAPPING SY.S SECTIONA=. 4 (7) SILL cLr 08 X 1/2 SELF 8 X 112 SELF TAPPING SNS TAPPING SNS Q •, 1 !/4' MIN. Q ENv 1#tENTP• r- CAST SILLBY OTHERS SEALANT HETVEEN SEALANT BETWEEN f ETAIL^ AUXILIARY ?LATE VINDDV ft. ANGES VLN1tt'iV FLANGES `ke X 1-1/2-SELF 1 CF3& A3D[TI4NAL AN^_IMS, WHEN REDUIREM L M: LLMN L NtA.LION TA?Pil6 i S•NS I • I e X 1:-v2.S-Lr t TAPPING SNS SECTIOiti A -A f4) SECT.ONA —A f3) / i• i i - I x 4 x 1/e r-1 X 4 X 3/e TU L[ Ok i I TUBE N'A IION $Jjti . o As.f TAPPMG 8 ht2 IDwJ POK i' ELEVA i Q IMO S. N TOWED FR,M EX-C'Rt ICR TY 1Je..g ;rro t Vd 1Ge' 06 x 1/2 SELF Ta X I/2 SELF 6 FLORIDA EXTRUDERS opz°mRmA TAPPING SMs TAPPING SMS SER 1000/ 1500 FLANGE r jj SHEET i I]f, -..0 U VERTICAL MULLION INTO HORIZONTAL' SEALANT BETVEEN SEALANT BETWEEN SCE ,OTHER SIDE (.SHEET-.2, OF 2) r0R V[hww FLANGES ,. V6N93V"rl-PCES k8 x I-I/2 SI;' DES _iGN„PRESSURE CAPAC.I_TIES L MULLIDKt'MW t I3N TAPING SXS Te x NG S SELF FcB 15 K0,02 DRAWNBY: MSH ` APPROVED BY. c SECTIONA - A f5)TaPPI1w sr._ SE'CT.Oa, A -A !c DA2e:2/6/02 scALE i S DWG.: I VMHMFLG . SEALANT BETVEEN VDRDOV RANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ 0 X 2/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT KTVECM V RANGES- L MULLION t8 X 3/4 SELF 1000 S.H. TAPPM SMS HEAD (TYP. SECTION A —A (1) 2000 P.VJDESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1 X27/16 X TUBE MUL.LIGN 88 X 3/4 SELF 1000 S M TAPPING SNS HEAD (TYPJ 20N) P.VJDESIGNER SECTION A —A (2) SILL (TYPJ I18 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MLLLION AtUn IAr.....ARYPt ATEA°rE ADD(TMNAL AWN= -MEN REOLVED) A MAL FIN+`"C' y'®'A's' sEALANr TYEEN/ D • V1Mm++ RANGE -( r ID s . L MULLION SEALANT BETVMN SEALANT BETWEEN VDiDOV RANGES VINWV RANGES L MULLION L MULLION 2000 P.W./DESIGNER SILL CTYPJ s8 X 3/4 SELF TAPPING SMS 1 X4X1/8 TUBE MULLION 18 X 3/4 SELF TAPPING SMS 0 P.V DESIGNER 1000 S.M. SILL CTYP.) MEAD <TYP.> BB X 3/4 SELF SECTION A —A (5) Dqq SMS 1 X 4 X 3/8 . T TUBE MULLION t8 X 3%4_SELF •8 X 3/4 SELF INC S H TAPPING SMS 1000TAPPING SMS HEAD CTYP S MEAD (TYPJ SECTION A —A (3) "SECTION A —A (Al TVO BY VOOD BUCK BY OTHER APPUES TO HEAD do SILL WHERE I" X 4" do 2" X 4" TUBE MULLIONS ARE USED SHEATHING V INSTALLATION ANCHOR f8 VDDD SCREV (TOP.) EXTERNAL MULLION INSTALLATION CLIP MULLION APFUES TO READ t SILL MCM V X r X 2 7/T6* TUBE YULLpNS ARE USED DETAIL ALUITID!1 ANCM9( SCKVr$cm Lus" iN. CUP EMBEDMENT 1EKIEDKW FLORIDA EXTRUDERS mTmNATIONAL, INcSANFORD. F PMA rrrIy_SER. 2000 FIN SHEET I OF 2 TV I I NOR I ZONTAL . MULLION SECTIONS TRIP. e SEE OTHER SIDE ( SHEET 2.01712) FOR DES -IGN , PRESSURE ,CAPACI T I ES : I RA`'N BY: NSH APPROVED $Y: ATE:2/6/02 ISCAMNTS DI c.:' `2HWINTR 2M P.WDESIGNER SILL CTYPJ 08 X 3/4 SELF TAPPING SMS 1X27/16X1/9 TUBE MULLION sa u16..11 0 t MILLION t MILLION 18 X 3/4 SELF 2Q00 SH TAPPING SMS HEAD CTYPJ SECTION A -A (1) TYMAL MuuiON TO CONatEm'O JAMB APPUES TO JAMB WHERE 1 • X 4' DEraL We Q 2• X 4• TUBE NUONS ARE USED) - 2m P.W./DESIGNER SILL CTYPJ CONCRETE DR MASONRY_ k9 X 3/4 SELF BY OTHERS TAPPDCG SMS 1X2 7/16 X 3/9 INSTALLATION ANCHOR 3/16' DIA. TUBE MLL.LMN Tmcm SCREV Mom CTYPJ ONE 8Y VImD _ - EXIERHNL%UL MULLIONINSTALLATION CLIP BUCK BY OTHERS 2D00 P.W./DESIGNERTYCM.)ti _ MULLION TA X 3/4 SELF . SILL C 20 TAPPING SMS HEAD CTYPJ 08 X 3/4 SELF SECTION A -A (2) TAPPING SMS 2X4X3/ 8 TUBE MULLION F r ORMA •®••• SEALANT BETVEEN H 1 .1/4' MIN. C = WIL few • a l FLANGE EMBEDMENT m N D+ PIPKASM r N8 X 3/4 SELF SEALANT F1BETVEEM ATAPPING SMSVtNZM tt MULLION - 2000 SH 2000 P.WDESIGHER = 2000 P.W./DESIGNER WAD CTYPJ - SILL CTYPJ SILL.CTYPJ 6 X 3/4 SELF _ " x 3/4 SELF SECTION A -A." W _ C."% SMS r TAPPINGSMSTAPPING4X 1/8 TAPPING 1 X 4 X 3/8 TUBE MULLION TUBE MULLION " - VIEINEO FROt EXTERIOR SEALANT'SETVEENVDIM FLANGES FLORIDA-' EXTRUDERS s lm°F Rmn t MLLIION- SER. _'j20OQ, FLANGE SHEET-,1-0P 2 j - TRIPLE tC!!$ IZ©NTAL MULLION -SECTIONS, J-4bX 3/4 SELF 88 X 3/4 SELF L ' TAPPING SMS 2000 TAPPING SMS % SEE OTHER SIDE (SHEET 2 OF ,2) FOR may HEAD HEADCTYPJ DES IGN'PRESSURE CAPACITIES SECTION A — A (3) SECTION A —A (4) - DRAW BY. KSH < LPPROYED- >: 4".. t 8E20d2a.:... _ . __...: _ _: _ ,.., .. y _.-_., :_. D rr:2/6/02--- seilrE TS• D rc.:•-==2HhiI~L-R --- -- ' . DEiAtL CC TYPICAL VERTICAL TO HORIZONTAL MULLION TO LIULLON moo SA IAMB CTYPJ 1 X 2 7/16 X 1/9 2000 S.K 1 X 2 7/16 X 3/6 tiLL— TUBE MULLION JAMB CTYPJ TUBE MUI.LIDN F 8 X 1/2 SELF t8 X In SELF OVStALLATIOM SCREW TAPPING SMS TAPPING SMS INTERNAL CLIP— 1 IX OR 2X MULL TUB MULLION X 4 M8 X 1-1/2 SELF 2000 SA F FL t'Muu m_ TAPPING -SMS ,IAMB CTYPJ i+ i8 X I-1/2 SELF VINWW a•MLL!1a+.. 1X OR 2X MULL TAPPING SMS QEfat e t8 x 1/2 SELF _. SECTION A —A (1) SECTION A -A (2) Tvpm SMS 3n6 m T^QCQN SCREW ANQ= cTYP.) 1 ! UI x _ _sru CLIP TUBE T 1 L MIK EMBEDMENT PRECAST SILL HY OTHERS AUXILIARY --PLATE ff01i AODITIOUL ANCHORS, WHEN REQUIRM s9 X 1-L/2 SELF a "UlmA A TAPPING SMS lIJLLIDN SECTION A —A (31 SECT! N A —A (4) iB_SELF TAPP11Ri SMS C'TYP.) WTAI:_sELEVAMb VIEWED FROM EXTERIOR iN'1'ERNATIONAL, INCFLORIDAEXTRUDEMALRS>mA rirE. SER. _ 2000 FLANGE SHEET_ 14 t}F 2 bh'ius VERTICAL -MULLION INTO HORhZONTAL= h% 'I SEE OTHER.IDE' ( SHEET° .2-..-OF 2) FOR,. DESIGN PRESSURE CAPACITIES le 2 nlulnt By. JBH ePPBOVED sr. , DArE:2/2/02 .._ scAt.E: N.T.S. DtTd.;_2Y.WI FLG_.: .. f8 X i-1/2 SELF TAPPING SMS - A —A (5) SEALANT BETWE WINDOW FLANGESN L MAAJDN APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED MANO NAbM: SHEATHING FGo/ema ft'rRVD Vits 10 T If ,p.n•. 0 0 INSTALLATION ANCHOR 09 WOOD SCREW (TYPJ 2000 P.V DESIGNER 2000 P.W DESIGNER SILL (TYPJ SILL CTYPJ EXTERNAL MILLION 8 X 3/4 SELF D8 X 3/4-SELF: INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS . IX27/16X1/8 1X27/116X3/8 TUBE MULLIaI TUBE MULLION F=R MILLION _ SEALANT BETtIEEN VDaDOV FLANGES xTan 1 t MULLION TA2 2000 P.W./DESIGNER C r A SILL (TYPJ 8 X 3/4 SELF N8 X 3/4 SELF i t_ A / 1000 S.M. TAPPING SMS i000 S.M. TAPPING SMS D8 X 3/4 SELF SMSHEADCTYP.> HEAD (TYPJTAPPING SECTION A —A (1) SECTION A —A (2) TUBE H LION 1 1/8' MI EMBEDMEN IIEVAT N SEALANTBETWEEN VIEIAWIFRIMA EXTERIOR PLWVMV t NU.LION PUDETAILBiPES TO MEAD. * .SLL WHERE I' X Y 4'. X -2 7/1C-TUK YUWONS ARE USED SEALANT BETWEEN SEALANT BETWEENSWINDOWFLANGES — WINDOW Ft t MULLION t MULLION 2000 P.V./DESIGNER SILL (TYPJ e8 X 3/4 SELF TAPPING SMS IX4X1/8• TUBE MULLION rdi s<8 X 3/4 SELF 1000 S.H. TAPPING SMS. HEAD (TYPJ . S£GTION A -A (3) ALLArM ANCHOR te WIM SCREW aV.) 2000 P.V./DESIGNER *8 X 3/4 SELF MGM CLIP SILL (TYPJ' TAPPING SMS LF TAPPINGSMS i000 sM SECTION A -A (5) 1 VV KIN. X 4 X 3/4I HEAD (TYPJ 1. TUBE MULLION FLORIDA EXTRUDERS uxxAlloxAr~ >zrc SANFORD, IWPMA SER. 2000 FI N SHEE T 1 OF .2 ... i• t y• TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET . 2 OF 2) 'FOR . 09 X3/4 SELF f C DESIGN PRESSURE Cf T ITIES1000SHTAPPINGSMSisr} , 'f HEAD (TYP) DRAITN HY: MSH APPRAVEfl: BY. SECTION A —A (4) DATL2/6/02 SCAtE:NTS... nrG.: 2HMFINTW- ' IOMOV FLANGESEALANTBETWEEN L MULLIM E 2000 P.V DESIGNER SILL CTYPJ t8 X 3/4 SELF TAPPING SMSIX 2 7/16.X L/8 In TUBE MULLION SEALANT fETV WINDOW FLANG L MULLMN t8 X 3/4 SELF 2m S.M. TAPPING SMS HEAD CTYPJ SECTION A -A (1) TYPICAL MULLION TO CONCRETE • JAMB' APPLIES TO JAMB WHERE I' X 4' DETAIL B do 2' X 4• TUBE MULLIONS ARE USED) _ Q 2000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMSIX27/16X3/ TUBE MILLION i8 X 3/4 SELF 2000 S,K -TAPPING SNS MEAD CTYPJ . y SECTION A -A (2) SEALANT BETWEEN WDM W FLANGE L MUUM14 A uu,X SEALANT BETWEEN VDIDOW FLANGES L MULLMN 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL CTYPJ SILL CTYPJ f8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SNS IX4X1/8 - 1X-4X3/8 I / TUBE MULLION / TIME MILLION SEALANT BETWEEN 1riv -- LMULLMN It BX 3/4 SELF K8 X 3/4 SELF 2000 S,H. TAPPVIG SMS 2000 S!i TAPPiFIG SMS HEAD CTYPJ HEAD CTYPJ SECTION A -A (3i : - SECTION A -A (4), By OTHERS OR MASONRY HY 0T>aERS INSTALLATMN AND40R 3/16' DIA T/ WGON SCREW AICFOR (TYPJ EXTERNAL MULLMN 8ONEBYWOOD'—.--, -----DdTALLATMN CLIP BUCK BY OTHERS 20M P.W DESIGNER SILL ( TYPJ 48 X 3/4 SELF. TAPPING SMS 2 X4.X 3/8 TUBE ?NJ I M4 QL1 1 1/4' MIN. EMBEDMENT A N8 X 3/4 SELF {-- A TAPPING SMS 2000 StL MEAD CTYPJ SECTION A - A (5) f. VIEWED FROM . EXTERIOR FLORIDA EXTRUDERS ATT, MI INC 3A_ NFORD. FLORIDAring: SER., 2000 . FLANGE' SHECT A OF-2-_ T11 I N "HORI Z[JNTAt " MULL I bW SECTI ONS SEEOTHER SIDE (SK£T , 2 OF-,2)-FOR DES I GM_ ;PRESSURE;. CAPAPIT I ES; 1 B 2002 _ -- nRSTIar air: MSH Q6 viW BFLAGES N: MULLION AUXILIARY E 0 DETAIL C CENTRAL FLORMA B. O. A. F. KANWAMMER NAME: ©_o VEER FILE # 7 M L . 0 2000 PwDESIGNER 2000 P.V./DESIGNER SILL (TYP.) SILL CTYPJ 8 X 3/4 SELF 118 X 3/4 SELF TAPPING SMS TAPPDJG SMS, 1 X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16-X 3/8 TUBE.MULIION SEALANT RETWEENViNDOVFLANGES t MULL87N 8 X 3/4 SELF TAPPING SMS WAD tTYP.) SECTION A -A (1) SEALANT BETWEENSEALANT SETVEENVVgavFLANGESVINVOVFLANGESfMA11OJNLMULLION 2D00 P.VJDESIGNER SILL tTYP.) TAX 3/4 SELF APPING SMS IX4X1/8 TUBE 1 ULLINM N 08 X 3/4 SELF 1000 Sit TAPPING SMS HEAD (TYP.) ccr'nAkf A —A 11N 8 X 3/4 SELF 1000 Stt TAPPING SMS HEAD (TYP.) SECT10N A -A (2) SEALANT PETVEE WVIWV FLANGE 1. AOLLION . 200D P.VJDESIGNER SILL tTYP) 8 X 3/4 SELF TAPPING SMS 1X4 X3/8 TUBE MULLION 8 X 3/4 SELF 1000 S.N. TAPPING SMS HEAD (TYP.) SECTION A -A (4) TWO BY WOOD BACK BY OTHER MN P.V./DESIGNER S CTYP > APPLIES TO HEAD do SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING ILL •.._# 8 X 3/4 TAPPING SMS T EX4X3/8 / TUBE MULLION 1 1/8' MIN EMBEDMENT. VIEWED FROM : EXTERIOR 9 APPLIES TO 400 t SPL WHERE V x 2' DETAIL t 9' x 2 7/1#' TUBE UUUX)NS ARE USED AW T30N AICHM . SECTION A -A (5) ",Vm SCREV erns MDR1Z CLIP 8 X 3/4 SELF TAPPING SMS 1000 SA lEtHEADtTYP.> FLORIDA. EXTRUDERS 10° WAF Mz-SER 2000 FIN SHEET-1 OF "2 1 p HORIZONTAL MULEiON SECTIONS - v SEE OTHER SIDE (SHEET 2. OF. 2) FOR DESIGN PRESSURE -CAPACITIES; DRAVN BY:M$H APPROVED_BY DATE:2/6/02 ISCALLNTS •, DWG;. -2HMFIN,:-.- TYPIGI{. MULL M To CONCRETE a "a APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 ado2' X 4' TUBE MUUJONS ARE USED) SEM-ANT BETWEEN WINDOWMA GES T 31ETWCEN wVmw FLANGES - L MULLION 2000 P.V DESIGNER 2000 P.V DESIGNER SILL CT PP SILL CTYPJ 9 X 3/4 SELF / M8 X 3/4 SELF TAPPING SMS TAPPING SMS iX27/16X3/ 1 X 2 7/16 X 1/9 TUBE IAA.LIINI TUBE KAAMN f8 X 3/4 SELF I18 X 3/4 SELF 2000 S H TAPPING SMS E000 S.K TAPPING SMS HEAD (TYP.) HEAD (TYPJ SECTION A —A (1i SECTION A —A (21 SEALANT BETWEEN WINDOW FLANGE L MULLION 0 F• s M1FA'CT SEALANT BETWEENWINDOWRANGES Fay"-- =&ANT.BETVEEN WINDOWFLANGES L MU-LIN L MULLION 2000 P.V DESIGNER 2000 P.WJDESIGNER SILL. CTYPJ SILL CTYPJ 8 X 3/4 SELF i8 X 3/4 SELF TAPPING 1, X LION TAPPIN01 G IXTuBE MULLIONCONCRETE OR MASONRY BY OTHERS INSTALLATION ANON 3/16' MA TAPCoI SCREW ANCHOR CTYPJ ONE BY WOOD EXTERNAL MILLION 8 DWALLATMN CLIP BUCI( BY OTHERS MU LION 2000 P.VDESD3IER SILL 99 X 3/4 SELF •' _ ' '" 7TAPPING SMS 2. X4X3/8 TUBE MULLION Q ' 1 1/4' MIN. EMBE24ENT II8 X 3/4 SELF L A TAPPINGSMS -~t 2000 S.H. r _ HEAD CTYPJ SECTION A —A (5) VIEWED 4ROM EXTERIOR FLORIDA EXTRUDERS ATloxAI~ INc SAr MIM, FWPMA T : SER. 2000 FLANGE' SHEET -1 OF:, 2 HORIZONTAL MULLION SCTI{INS c.. SEE OTHER SIDE (SHEET 2 OF 2),; FOR DESIGN PRESSURE CAPACITIES R : Dakw BY: MSH T dPPROVBD H7C " E _ <3 r:. OATE:2/4/0 —ariir NT,S.. , oitc.:= - 2HMFLG .:;._..., - :-. 7 y 2000 S.K JAMB CTYPJ 2000 I.H. JAMB (TYP.) TWO BY WOOD B" BY OTHERS DETAIL EMBEDMENT em sit 10IX27/16 X L/S jAMB CTyp.) I X 2 7/16 X 3/8 MULLIONTUBEMULLIONTUBE TUBE MULLION 2 X 4 X VS TUBE MULLICIN SHEATHING 08 X 1/2 SELF IS X 1/2 SELF INSTALLATION ANCHOR #9 WOOD TAPPING SMS TAPPING,.SMS SCREW (TTP.) e ExTM& MULLION0j*T8APPXI'l INSTALLATICIN CLIP 2000 S.M. MULL ION JAMB (TYP.) APPIM 10,14EAD &,SILL WHERE I' X 4' 2' X 4'-TUSE MULLIONS ARE USED SEAL.ANT BETWEEN SEALANT BETWEEN 8 ix L/2 SELF APPLIES TO WAD & SLL WERE 1* X 2* WINDOW FRAME WINDOW FRAME TAPPING SMS do 1' X 2-7/16* TUBE MULLIONS ARE USED L MULLMN MLLLMN 8 x 1-1/2 SELF, IS X 1-1/2 SELF INSTALLATION ANCHM TAPPING SMS TAPPING SMS DETAIL B 118 WOOD SCREW SECTION A —A (1) SECTION A —A (2) TYP.) 9 x 1-1/2 WtNWW FLANGES 1 1/9' MIK yL4MACTEU= NAM: TAPPING SMS 4MULLIGN EMBEDMENT SCAT"d I - - ..: — --T7-&w SECTION A—A—w M-AffM FM # 1 X 4 X 1/8 1 -X 4'X 3/8 TUBE MULLION -TUBE MULLION 2000 Si-L JAMB (TYP.) 8 X 1/2 SELF IS X 1/2 SELF TAPPING SMS TAPPING SMS Typ # 8 X /i TAPPING S VET%'m SEALANT KT14M WINDOW FRAME WINWV FRAME, L MLLUON MMLMN 88 X. I-L/2 SELF. - 1t8 X 1-1/2 SELF TAPPING. SMS_ TAPPING. SMS SECTION, A—&-W -SECTION —A (4) DETAIL C FOR ADDITMmAL4mCN=l--wmEN REWLRED) A- 0 0 8 SELF. TAPPING 77SMS (TYP.)- DETAIL 2 KXLICIN' ROM EXTERIOR .. ..... FLORIDA. s -EXTRUDERS wmNAT"'N'o- INc SAW0fW, fWFMA FIN SHEET 1-OF 2Trrm- SER." 2000 VERTICAL'AULLIOWSECT.ION$' SEE OTHER SIDE (SHEET 2 OF .2) FOR DESIGN PRESSURE: -CAPACI T I ES jppjt6VjD.-ByMSHrDiMBY.- IDATL-2/6/02 ISCALE: NTS JRIz'- 2VW'IN 2WO SR JAMB CTYPJ ONE BY VOOD 1 X 2 7/16 X VS - 2WO S.K 1 X 2 7/16 X 3/8 ; BUCK BY OTHERS TUBE MIIIMN .IAMB CTY'J TUBE MULLION /- BY SEORMASONRY 1 1/4' MIN // OTHER EMBEDMENT 4 a 41 08 X 1/2 SELF TAPPING SMS SEALANT EEN DWG FLAANN= L MULLION 88 x 1-1/2 SELF TAPPING SMS SECTION A —A (1) IX4X1/8 TUBE MULLION 88 X 1/2 SELF TAPPING SNS INSTALLATION ANCHOR 3/16"DL4 ` s TAPCON SCREV ANCH13R CTYPJ EXTERNAL MAAMN INSTALLATION CLIP SEALANT KTWCEN TUBE NULLIONWDGMd FLANGES TYRI'Mlj )WON TO CONCRETE O HEAD 88 X 1-1/2 SELF two S.H. JANB (TYp.) F4LLMN APPUES TO . HEAD,-& SILL .WHERE 1' X TAPPING SMS ec 2*.- X "-4'. TUBE, MLXIJON5 -ARE USED) s8 X 1/2 SELF TAPPING SMS INSTALLATION-ANCHO 3/16' DIA TAPCOI 1 X 4.X 3/8. SOCREW ANCHOR CTYP: TUBE MULLION - SILL CLIP M8 x 1-1/2 SELF TAPPING SMS L LIM - GES Q 11 1/ 2000 S H 2O00 SJN - .. ,• NB CTYPJ JAMB CTYPJ SECTION A —A _Q Q DETAIN C- PRECAST'SILL$Y-0TFERS ' 8 X 1/2 SELF g 1/2 SELF TAPPING SMS .. NG SMS SEALANT HETVEEN' SEALANT BETVEEM VDNMV FLANGES VDdM FLANGES L MILLION - - L KLLMN - 88 SELF 1 AUXILJARY_ PLATE. CFDR AABITIONAL _ANC![NRS,, VNE1N REOUD1ETu s 0 •:O 48 X 1-1/2 SELF 68 X DETAIL, SELF SMS CTYPJ - DETAIR NLLL16 N TAPPING SMS TAPPING SMS SECTION A —A W 'SECTION A -A (4) VIEWED FROM EXTERIOR 1 4 FLORIDA EXTRUDERS "om -!'c t4 AM: MANUAMSarta? oRa,,oxinn s Lo ! v VERTICAL MULL ION- SECT ICINS -; SEE OTNEi3..;S:IDE -;SHEET.;<-2 QF`2) FOR• ._ 1 g DESIGN PRESSU2E=CAPAC-ITIES. - DUU BY: JBH Z am PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jcfcrson, P.O. Box 76 Pittsburgh XS 66762 MIAMI-DADE COUNTY. FLOWS METRO-DADIE FLAGLER BUILDIT BUILDINC CODE COMPLIANCE OFF14 METRO -DADS FLAGLER nVILDr 140 WI:S•r rLAC,LSunRncy, sure. 16 MIAMI, FLORIDA 33130.1! 305) 375-2901 FAX (303) 37S.25 C:OKTRACCOR I.ICEKSING 1kGTIi 303) 375.232,7 FA\ (303) 373-:' co&N*j,it,%c'roll t:,I.,oltC.9:Ai1?,i,r UI1'Itito 303)373.21)"i:, (.05)37S•: PRODUCT r CONTROL UIYISI. 303) 373.2')02 VXX (303) 372.6 Your application for Notice of Acceptance (NOA) of Elttergy G-S S-W/E Inswing Gl:ize'd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miarni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under 'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend I use .of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flon Building Cede. The expense of such testing will be incurred by the manufacturer, c-- ACCEPTANCE NO.: 01-0314.25 CXPI REST 0.1/02/2006 Raw Icoarrguez Chief Product Control Division THIS IS TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &, PRODUCT REVIEW CON1MMC, C,_ 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. rl1111RO VC D: 06105/200 i Francisco J. Quintana, R.A. Director Miami -Dade Count, Building Codci Compliance O1'1ic Premdor Entry Systems ACCEPTANCE No.: 01-9314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF AQCEPTANCI:: SPEC11• IC 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 Accepts designed to comply- with. the South Florida Building Code: (SFBC), 1994 Edition for Miami-1 County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2*1 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entcrgy 6-8 S-W/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelitcs in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include; all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that (lie ang!c between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs arc; designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed ill strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( protcction system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING I'ERNIIT.REQUIRENIENTS 6.1 Application for building permit sh;ll be accompanied by topics of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthe approved drawings, as identiried 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 Oflie:ial or the South Florida Building Co- SFBC) in order to properiy evaluate the install n of this system. tvlanu t Pcrcz, P.E. Product Co C Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.;. 0I-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02.2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered aRer 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 sliall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and Sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fec). and granted by this office. i. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this'Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any Portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmoval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OFTHIS ACCEP"ANCE Manu Perez, P.E.; Product Contr }tam Produ itrol Division COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing Arrangement X 2'0" r4asonite Internationa COP-WL-MA0141-02 02-0419.08 52.0 Application Filed) NO TV 2'8" 2110" 3'0" 3'6" Not Wed Not Listed RatedArrant X0, OX, OXO 1 t 1 Tr --+ 1'0" p r COP-WL-MA0143-02 r p o r 02-0419,08 Application Filed) r.Rating 52.0 Impact NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' TO" + 1'0" TO" + 1'2" 1'0" 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 2.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" IV' T 3'0" + 1'0" 1'2" + 210" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142.02 02.0419.08 Application Filed) 52.0 I NO i 2'8" + 21" 2'10" + 2'10" 3'0" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 I 02 0419.08 Application Filed) I 52.0 I NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" i Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (Www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 3 geographic location Is determined by ASCE 7 (Minimum design loads forbuildingsandotherstructures). National, state or local building codes specify the edition required. 5. Masonite In;ernational structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. A20? & PA203. 0 l0oft - AR EK e.(1".,..,,,... P111KkC1.A{S RHTaY 116nalt N.-T. 4FMp+"G"r0—, a » Aplp 19. M? .n 0..1.1. V.." Oa cpaulw rp png1a1101 p1a.a "uplo-mlum maa toccMlalbm, aegis ma p•000cl Masonite International Corporation QUM wMka to clime VgNW awae. COP-WL-MAOIOO-02 FIBERGLASS DOORS Glazed Units 6'8" Height -- Outswing 2'6" 02.0418.03 X 2'8" COP-WL-MA0161.02 (Application Filed) 55.0 2'10" 3'6" 1 Not Usted I Not Listed -- I 1 1 1 X0, OX, OXO E 2'8" + 1'0" COP-WL-MA0163.02 02-0418.03 Application Filed) 55.0 2'8" + 17' 2'10" + 1'0" 2'10" + 17' 3'6" + 1'0" 3 0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 1'0" + 2'10" + 1,0" 1'2" + 2'8" + IT 70" + 2'8" + 1'0" 1'0" + To" + 1'0" 1'2" + 210" + IT 1 IT' + TO' + t'2" 2'8" + 2'8" + 2'8" 2' 1 C" + 2' 10" + 2'1V ) 3'0" + TO" + TO" XX, OXXO 2.Bn + 218" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 2'8" + 2'8" 210" + 2'l0" 3'0" + 37 2,6" + 2.8" + 2'6" + 2.6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0' + 210" + 2'10" 3'0" + TO" + 3'0" + TO" NO NO NO J - I NO NO Notes: 1, Dccr arrangements using fewer panels than what is shoa*n 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 Mlamt-Dade BCCO protocol PA201, PA202 & PA203. r- 1•IIJI,•f Ir lifm I ,U.,w:;l .\+•i Y UOORt Wn.T••". •f N•,14n fNh Ow:, p(-v-f arIfCJI1a.lvi://r+Jien .1 js Masonit• International Corporation. Oa Lan4n"ypreplln of aocool rlDrovcnwM maven tofCifcY on7. 0•sipn fna DroluCt Er wl7 jw to Chin" NRIM-1 M I.Cf. Glazed Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1 7X2'6" r XJ. OX, CXO 2'0" International, COP-WL-MA0146-02 I 02-0423.01 Application Filed) 40.0 NO2181, 2'10" TO" TV MultiplesArrangement , 2'8" + 1.0" Not Listed nite international COP-WL-MA0148.02 Not Listed Rliami-Dade OCCO 02-0423.01 Application Filed) UP Rating 40.0 Rated NO 2'8" + 1'2" 2'10" + l'0" 2'10" + 17" TO" + 1'0" f3'0" + 1'2" COP•WL•MAD149.02 02.0423.01 Application Filed) 40.0 NO I 2'10" + 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 210" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" I XX. OXXo 2`8" + 2,8" COP-WL•MA0147.02 02.0423.01 Application Filed) 40.0 NO 2'8" + TV 2'10" + 210" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 21" + 2'8" + 2.8" 2'10" + 2'10" + 2'10" + 2101. TO" + TO" + TO" + TO" Notes: 1. Door arrangements usit.g fewer panels than, what is shown in the above than 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. lnsta:'aiion instre,%ons are available from the Vasonite International website (www.masonite.com) or from the technical center. Actuai d sign. 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 Ixal bulloing 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 ak ; aff ARTEK` t:NT"Y t00ttt D.. n•"s o.•I.Ir o•u.. A)'o U 2ontMasonite Inteanstional Corporation5ar {TIUAuK prC NO 01 prpyn(1 irLprt'+CIfM'llises lyt:di,:;.qrl, esq.' bJ NRRI 7y:1lr.il'1 p M4C... WJIMr: FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing International11111111111JNMUW Singles (width) IViasonile [ 7'0" 2'6" 02-0423.03 2'8" COP-WL-MA0166-02 (Application Filed) 2'10" 3'0" D. 47.0 NOX 3'6" Not Listed Not Listed X0, OX, OXO MultiplesArrangement [th) 218" + 1'0" viasonite internationai COP-WL-MA0168-02 miami-Dade Bcco 02.0423.03 Application Filed) DP Fiaiing 47.0 impactFlated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + TO" + 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" + 37 XX, OXXO 2.8" + 2'8» COP-WL-MA0167.02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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. 13 O ak aft x aeT" ARTEW [.o"n.err r.ommilFIUh"fi6MASSASS AN'1'"V UOOKti NewdnrnaiMraYu EnnDw. Aori".M01 o•• bo.... Masonite InternattonaI CorporationOar""Mu„gOr""ofWOW impro"Mem maw" softftxans, design and om" Mai %^M to Cwanie wAhm rwKe. COP-WL-MAOI 00-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 1 r I 1CCO r•impact COP-WL-MA0101.02 01-1031.01 76.0 Rated NO Arrangement X Singles (width)1 2V 2'6" ..r 2'8" 2'10" TO" 3'6" Not Listed Not Listed A.. t X0, OX, OXO 1 1 1, COP-WL-MA0103-02 I IS i 02-0109.10 Application Filed) 1•' 55.0 A '. 's NO 2'8"+1T 2'10" + 1'0" 210" + 17 3'0" + 1'0" 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" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 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" + 210" 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 8 PA203. C akraft EK- V1hVKG1. AN5KNTkY GOOKS w T..frNrl""t-7O.sn QEi e01029.2002 Masonite International Corporation Omtom.n" Atwa n of O'o0ut1 ftowemem mikes V1CdiGigns. ofs'gn &.0 O10ow otUd Suo,tO to man" WOW no1Kt FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing Singles i 1 1 2'0" 2'8" 2'8" COP•WL-MA0121-02 2'10" TO" Miami -Dad 01-1031.02 DIP Rating 76.0 Impact Rated NO Arrangement X TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples rth) 2'8" + 1'0" masonite internationalr COP-WL-MA0123-02 t. OCCO 02-0109.09 Application Filed) O. Rating 55.0 Impact Rated NO 21" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 21" + 2'8" COP-WL-MA0122-02 02.0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'100"++ 210" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also compy 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 eCCO protocol PA201, PA202 & PA203. 13 Q aka craffAR EK" FI"h"C I. A* 1;., 11IiUO"{ Nr TA dff—'_t'++r6= ppEMV0P/ a Mw29. t00t Masonite International CorporationOweonunuuppropomofproauclimOrovrmcmmMpfDetnkJtgn5. Oap" M wo0ud OrUu $ 0+ln 10 ren+wWOW WiCt. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing Masonite International / t 02-0109.08 COP-WL-MA0106-02 (Application Filed) 1 70.0 NOX Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples1 2T + 1'0" 1... COP-WL-MA0108-02 Miami-Dadede BCCO 02-0109.08 Application Filed) 1• Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" TO" +,12" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" +'IT 1'0" + 2'8" + 1'0" 1'0" + TO" + 17 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 21" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'1" + 2'8" COP-WL-MA0107.02 02-0109.08 Application Hied) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110.02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" + 210" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International webste (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. 0 Q++rrakrraffwnn 1 . AR EIC 1,t1Yl+Y\IY 1,0... Y I.Y+e. MINI MG, -IS KNY'MY 1)OOKS N—U.Yr itf*_ .F'_Owl p('EM Aw+?9.200t Masonite International CorporationOurto"O"Wno olooum 01 0I00Ye1 onorovW01 m\kee eoetalCab "e. oe3'9" e"o MOW 111.11 wolect to ttunpe wimo'n notice. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height -- Outswing Arrangement X 2'0" 02-0109.07 COP•WL-MA0126-02 (Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed ArrangementMultiples1 X0, OX, OXO 2'8" + 1'0" COP-WL-MA0128-02 B1 i . 02- 0109,07 Application Filed) 55.0 NO 2' 8" + 1'2" 2' 10" + 1'0" 2' 10" + 1'2" 37 + 1'0" TO" + 1'2" 1' 0" + 2'8" + 1'0" COP- WL-MA0129-02 02- 0109.07 Application Filed) 55.0 NO 1' 0" + 2'10" + IT 1' 2" + 2'8" + 1'2" 1' 0" + 2'8" + 17 1' 0" + TO" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + 3'0" + 17 TV + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" TO" + TO" + TO" XX, OXXO 2' 8" 2'8" COP- WL-MA0127-02 02- 0109.07 Application Filed) 55.0 NO 2' 8" + 2'8" 2' 10" + 2'10" TO" + 37 2' 6" + 2'8" + 2'6" + 2'6" COP• WL-MA0130-02 02- 0109.07 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" TO" + TO" + 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 8CC0 protocol PA201. PA202 8 PA203. 0 aft O - - AR 4EKrW" ,+ ,. ' le.t, lyr t. !•tl"Nr.il lrOn flNh" 41,.t\1 IWN29• t00t Madonite International Corporation Ow comirondp proof& of Drodoa vnproWlnitnl M3keS sdeclticktiont, ded-Dn.-d Droduct delld woiect to change without Wife. fV11D-WL-MA0001-02 , Unit SINGLE r • • TYP. 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP, Minimum Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be Installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side o1 active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF b PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. f •.Iu.,.r 1. aT April 29, 2002 0..,.,, ow conlnw-np p10913m Ot VOW in01QVWK 1 rna4ea 306dga110M. M a S O n it e international Corporation OesQn and d1000c1 Mai WtheCI 10 [Nrpt wi00w n010Ce. XO or OX Unit f f MID-WL-MO003-02 SINGLE DOOR WITH 1 SIDELITE UNIT 8'C" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYR Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (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 t8 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. l Uv1v•1. Item Apm 29 2902 Masonite international Corporation 04r GOnlrr. ^yJr00r4 41 OrWvllJ'Ov.nrelU OW.Oe 511CC1(414rf. Oesrbn.nC s %,ct d0kad s"bMa 10 coupe NOQUI nonce. OXO Unit MID-WL-MA0004-02 SINGLE DOOR WITH 2 SIDELITES UNIT 8'V UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYR Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough p r .t) 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. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. 3 A01429.2002 Masonite International Corporation W, ta".n,,,op D.OWJIn W moo.0 - W"'"Mo m;aa. slrel'd,f,Npn. oesvo and o'YOun 400 SWKKI to-N.94.00.1001<e. QXX Unit MID-WL-MA0005-02 DOUBLE DOOR WITH 2 SIDELITES tF CL TYP. TYP. 3' TYP TYP. jTYf 6'8' 13- UNIT 8'0• UNIT 6/16' 17.1/8- MAXIMUM ON CENTER TYP. Minimum Fastener Count RoughOpening • 1 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) 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 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apri129,2002 Masonite International Corporation our conimumg popr•m ot arodua m+Fou enl nWes SM-l"rans. oesgn Dod I"ddun delad suWev 10 eninye WOW "Irce XX t t I t Glazed Inswing Unit 1 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". r Double Door Maximum unit size - 6'0- x SW Design Pressure 52.0/-52.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirenems for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 series 133.135 Serbs 136 Serbs 822 Series 1/2 GLASS: 00 an 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RfL. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used In the following door style: Eyebrow 5•paoel with scroll Oak .raft ARk EKwgl•Yr•r • Mf I'Id CKULASS L'NIKV UVONS r+ A—d I4•r W.t-y D— PpEM 1P N a • April 29,2002 Masonite international Corporation Our cominumo oroeram oforoduo +^Yoyemenl malls soec4i01*0S. detiyn and oroducl detao subleo 10 C"I wdhout nonce XX t' 't '+ 1 Glazed Inswing Unit , FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: y r 0 404 Series CERTIFIED TEST REPORTS: 00 410 Series 109 Series 114,120 122 152 Series 149 Series 300Series Serlee 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ak gaff AR—EK'" la", r..l VIUUNI LAVA I:N I'ky M)1)k\ .ae AT dPWO. rw, — PREMD`a"6./v i.n V h April 29. 2002 •,.«.• o-. ,,. o.... OW COMM1w g eroenm Of erodwCl q WDVdnenl makes soeC&Aions. eesien and eloeutl M a s o n i te International C o r p o r a t i o n Wail swbim 10 0nanee Without WKe. XO or OX O ' ' I t 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 size - 6'0' x6'8' Design Pressure 52.0/-52.0 Umited water unless special tlueshold design isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements fora specific building design and geographic Wation is determined by ASCE 7-national, state or local building codes &Wily the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 G0 L= ° 4 oa GG GG on 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 M UU I I ° C GG GG GG GG GG GG 105 Series 106,160 Series' 129 Series' 12 R/L 23 RA., 24 RIL 107 Series' 108 Series 304 Series Series' This glass 0.d may also be used in me following door style- Eyebrow 5-panel with scroll Oak- ARIEKI' W a1 t,141ca I-Illl NI 1.\.\1 l fM1'1'Nl' Ur)1 ),IX Nar•1..4w.0 rOM(pu t.4rr Olio.. April 29. 2002 Masonite International Corporation Our torrencmo olorgm of product MOIORngnl .,rakes sm,l,taions. oes v sod woo4[I dam, ,.Wee- It coolie «nnGul oodce. XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: OC1 pp 40e Series e10 Series 109 Series t te, 120. 122 152 Series 149 Serbs 300Series Series APPROVED SIDELITE STYLES: 129 Series 200 Sodes 12R, 12L 23R, 23L, 450 Series 152 Series 1e9 Sodes 109 Series 120, 122 Serbs 300 Series 24R, 24L Serbs 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). auf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Masonite international Corporation AR EK April 29.2002 Out Co^t. Wnp ptopgm of plooufl + 0,0,emem MWCS SpeCirlCelgnS, dt%,pn And ptoouCl 300 S''NtCt 10 cnonet w houl n011ct 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 TO" x 6'8". Single Door with 2 Sidelites Maximum unit size . 9'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition fequtred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004.02. APPROVED DOOR STYLES: 1/4 GLASS: 00 ooa mi] as as as ao as as 100 Series 133,135 Series 136 Series 822 series 1/2 GLASS: n 00 d as an as au as as 105 Series 106,160Series' 129 Series12 R/L. 23 it/L. 2e fi/L 107 Series' 108 Series 304 Series Series' This glass kit may also be uszo in the following door styles Eyebrow 5-panel with SCION O akcraff ART EK'" 1 IULIMILASS LN IK V UOOKS NORT iME11U Envr Doe.. a w 0.• r o.en AprN29. 2002 Masonite International Corporation Our Conbn—g 0,oeraM or Nooun -wo t-eM MaaM SOWK04na. Oea-On 9n0 0100u 1 Man $ 01ect 10 ONve wer10u1 no1Ke. _ OXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e a 0o as 404 Series ;to Series 109 series 114, 120, 122 152 Series 149 Series 300Series Series APPROVED SIDELITE STYLES: 129 Series 200Series 12A, 12L. 23R. 2X 450 Setles 152 Series 149Series 109 series 120. 122 Series 300 Senn 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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEKw 1'IUUN(i ,kSJ lireI KV U<sl)NJ eb,,.teee.M$4 W."0— lf`: leJ fe( /F..ry e April29.2002 Masonite International Corporation Out semft" wwom at otodun knotovtmem makes sm-litaiioas, eespe am 010ou[t detail suaIM to M"t wh"W wco oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: fit* yµ.;a `xtU. T'.: Y;ti` r• t x O r Double Door with 2 Sidelites MaArnum unit site • 12V z 61- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure 52.0/-52.0 Umited water unless special thresttotd design is used. 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-natbnal. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: - Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: oa no aQp a0 00 00 00 100 Series 133.135 Series 136 Series $22 Series 1/2 GLASS: n 00 00 00 00 all 00 105 Series 106. 160 Series- 129 Series' 12 R/L, 23 R/L. 24 B/L 107 Series' 108 Series 304 Series Series' This glass kit rtuy also be used in the following door style: Eyebrow $-panel with scroll Qakr ,,raft ARTEK" wboa•Yra n r : 0ttsrulullr.t.nsN unrKv onoKs rwr....wrw,a."L—roee.l a April 29.2002 nnasonite International Corporation Ow ConlMwno e10pranl of ptooun wlp.ovIMW MAOS 1WdK31,0n$. "51on me WOW otlad auojtCl to CNnot WOW 0014t. J^ Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 7-7 y3. e 00 0 0 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 Selves 200 Series 12R, 12L 23R, 23L, 450 Series 152 Seres U9 Series 109 Series 120, 122 Series 300Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1.5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 Oak raff AREW 111SL•NGLASS I:N1.1 11110 N., No,. T••unN ra.tl."t„ulOm•. ADM 29, 2002 ow C",ft" woeram of Drodwel v tnwernem makes SMdcalan$. Oesgn and WNW Mad 30"C110 CWgt wOnON n01-Ce. Masonite International Corporation XX 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". Double Door Maximum unit We . 6V 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 requirements for a specific building design and geographic location is determined by ASCE 1-Noonal. state or local OuiWing codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002.02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series Dm as as 22 Series 0 108 Series Oakr,raft AR EK" waa. .... 6:11MNGLASS Mf+'IXV 000N.S 1Vpw1'nlw..I.O.re4. e.wrDaas V A(../ 'rv, s o••mr o••n April28.2002 Masonite International Corporation 0w cont'.f'e "0013M Ot orOdVCt dn0.0.Troerd MACS 5Wd1tl1gn3. dMlan 011 o'OduCI oeliil SAW t0 "ge Without no1Ke. XPA1 I Glazed Inswing Unit r 8' 0" FIBERGLASS DOOMS APPROVED DOOR STYLES: FULL GLASS: 0 8t0 Series $52 Series 300 Series CERTIFIED TEST REPORTS: CTLA- B05W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARk EW It1n v1 IIYLMI•L Al.lLf\I"1 IJ111)". Ng.T •wntrWra4u f.W/Doo•. fJ:'fr iii(./ Jr.n • 0.• • 0• April 29.200, Masonite International Corporation Our com.nwne moeram al proeua enpro.emem mates swdienana, oesron ant prodw enaa 10KO to comet w4n0ul nose XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: c y 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size - 6'0' x 8'0- Design Pressure 40.0/-40.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant retfulremetna for a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes $Wily the edition rebuired. 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 oa as 22 Series 1/2 GLASS: L--j oa e0e Series 108 Series Oakcraff AR EK" I I U 14R C 1.A%ti Lv'1'M\I1"ItKIN k.wnl i.rf4„fwv/rloon A ApM29, 2002 Masonite International Corporation ow t m",wne otoelam off oo, t] np,ovcmeni links svec,t.cm*ns. my the ft,00ucl oelao SAW to c 7nee worow nol.tc. XO or OX e ' t I I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: n . 0 - 810series 300 Series APPROVED SIDELITE STYLES: l a e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa gaff AR k EKry e.dwivtlY La. 1'I1JIUMLASS LN19V DOORS NenT.o..oatM.r.0 lorryDos. r'!J",{./. Jr.Y. tI //JJ a Apre29. 2002 Masonite international Corporation osn C01'"U neW",Sm Ot prooun n 0,"tmenl mikes soecdi(elgns. otsle. &no oloeucl 0"'. 1 suoitcl to cnMptwd".) nonR. OXO • t;je t , Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9'0- x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure acid Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or focal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: DYD 00 ao 822 Series 0a 00 404 Series 108 series Oa aft ARTEK" e.etua.art.•- t.)•, I-11SH eILA\\ LWIMV W)I)M.S Non•T..woe F*",, entryDoor April 29.2002 o. ro• Masonite international Corporation Out coM Ag program of propuet M.Iploventeni manesspecd",ons. oespn atw pi0ouct Dead subject 10 c"t wdhoui nob,e. 0X0 Oe ,1 je t Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 81o Series 300 Series APPROVED SIDELITE STYLES: JIM Series SS2 Series E10 series 300 Serbs 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). i/ &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakGL ` MC ARk EK'. t.ualrv.l, r.eT FIULROLASS LNTRY DOORS b•T •..rMry rrGwlDssr• April 29,2002 Masonite International CorporationOwcommuinoeroorem01erodutl "Oro~ mekts Sot ACUiDns. oeslen kmiproduct dtud SAW 10 Wnot WOW Witt. oxxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: i O i a1 O Y Double Door with 2 Sidelites Mandmumunit size -12'0" x 8'0" Design Pressure 40.0/-40.0 Umited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: n gg 404 Series IMM go go 822 Series 0 108 Series O atklgraft AREK" N'.. t'IDLI1ULASC LN'I'K%' U01)-S N T"w•tl!4•rSO 1-10-en / a C./t%I j?//// • April 29,2002 Masonite International Corporation OY1 COMMWIp DIWIM 01 D10006I DIOIMOI Mi1CS SOCC0iOWS. elSqMI -10100W etUd tAtCl 10 Chanill w11h0V1 rWOCt. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: vca 4kt a10 series 300 Serlea APPROVED SIDELITE STYLES: r e50 Series 852 Series a10 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above aide -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 Oakcraft ARTEK" FIND 11111 .1 t'I II IfN(ilr\\\ lNl'N\' 1)flik\ wl:r..w..++..N•bwr ae•r. APre29. 2002 Masonite International tOrporat3on out tommu no aroeram a wooua ^01oremam meets sotca¢smns, onion ant; oroara ee" a $01KI to two* without wcf XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit We . 6'0' x 6T Design Pressure 55.0/-55.0 Unified water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot aspecific building design and geographic location Is determined by ASCE 7-national, stateor local building codes specifythe editionrequired: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as oa If= fa go 00 loll 00 100 Series 133, 135 Series 136 Serbs 822 Series 1/2 GLASS: n F1 00 OT 0 na on oo an nn 00 105 Series 106, 160 Series' 129 Series' 12 RA., 23 R/L, 24 R0. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door Style: Eyebrow 5-panel with scroll Oakgaff A9. 00 R k EK'. r lul N1 iLn6s LW.HN 1111UN[ Non.r..e,H. rO.rt4u t—, 0ean0ea1. PREM"A s ornnr oeat Apts29.2002 Masonite international Corporation Out counu 0e OtOeym Of 000v0 ,tnP1OVtMtn1 makesSWificluOnS. designand Oladutt 004.1 1u4RC110 CW94 MlhOul 0014t XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t an on 404 Series 410Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.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). lt!'f / &X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aka71 ,..— AR EK " r........,.. e 1:1LLMliLASS Ln'I'10 U041L.f eMA.wNrs..r9uem.rpwnPREMONOR a a Apri129, 2002 Or• rDe..r Masonite International Corpora'lion Ow t_."M9 pr99ram or pro" imppWmem mAn SWj%Wionr. eesgn rn9 pr99pr1 enid SuW1 10OM9pe m190 An01Ke M ! e tF' e t 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 size - 67 x 8'0- Design Pressure 47.0/-47.0 UmOed 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 speNBc building design and geographic location is determined by ASC@ 7-national, state or local buildingcodesspecify On 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: 1/2 GLASS: n as 404 Series am oa ao 822 Series a 108 Series U r raft In: ae-`4--'.1 fir ell AR EK" e.tlur1v11e 1.01- 141641IN LASS UNTAV DOORS NM.R.---OeNreYw lwy O-u+ PPSMEXXX April 29.2002 0w.1 Masonite International Corporationowtom"W" 0,0egm 01 pro" t rw mem mexet SWOKA.O"S. 09S.pe eml p100W 00411$01 K110 iDeOpt wA" W Ke o`' No a• a i i t 7 aa'• 7 2' GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WECHT OF THE DOOR. 3/4' X 1-1/2 X 13 GAGE MIN GALV. STEEL HORIZONTAL ANCLE 13 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. 2' 18 GA GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS W M 1/4'-20 X 5/8- TRACK BOLTS. I 3/ry4' PyOLYSTYR ENEp INSLILATidN STANDARD FOR MODEL 735 --%, 54-(16' X 7-) 33'((16' X 71 42-(9- X 77 5' 19.. 6'Xx 712 BRAacEts)) 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL FOR DOORS LARGER THAN 9' X r USE ENO CAP OVER ENO STILES. (SEE DETAIL C) .y- SECTION B- 16 FT. WIDE DOOR10GAGEGALVSTEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. (3 PER SLOE). SEE ABOVE FOR SPACING. 9 Fr. WIDE DOOR 13 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. (2 PER SIDE). SEE ABOVE FOR SPACING. PREPARATION OF JAMBS BY OTHERS. T\ 19-1/2' OR 21' _ HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 16 GAGE GALV STEEL TOP BRACKET OPTIONAL SSe GLASS LNvf15 WITH 14 GAGE ROLLER HOLDERWITH2FASTENERS. 4 STRUTS -N 3' 2OG0k WIDE SEE DETAIL A) E4 E 2' ROLLER WITH 7/16' DLA. STEM. TRC STEEL. 7 BALL OR M M GALV. STEEL END HINGE ATTACHED WTH 4 FASTENERS. 14 GAGE - FOR 16' WIDE DOORS 18 GAGE - FOR 9' WIDE DOORS GALVANIZED STEEL STRUT. ATTACHED WITH 1/4- X 3/4- LONG HEX HEAD SELF DRILLING SCREWS. 2' © ( 2 PER VERTICAL snLE) J/ 1 1-3/8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 16' (DOUR[£ c TO 4' X 16' AIR VENTS. (4) REO'D. 12200 SOy. K MIN. OPEN AREAOP•MR T DETAIL A 3' 20GA WIDE STRUT I je DETAIL B 2' 22GA STRUT , CENTER STILES C E?IILK HYNGES E71 3 COLUMNS) ALTERNATE CONSTRUCTION USING (2) SMITS.7. f 43 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH FASTENERSg' BOTTOM SCREW CAN BZ' 22GA EABOVEOR10 (SINGLE ) ANCEID 571LE5 BELOW ROLLER. (SEE DETAIL 8) (1 COW SECTION A —A LAG SCREW - 5/16' X 1-1/2' 20 GAGE GAL.V. STEEL CENTER STUE TOG- L-LOC OR POP RIVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE FASTENED WITH (4) 1/4- X 1/2- HEX HEAD SHEET METAL SCREWS. 4- X IS- AIR VENTS, (2) REO'D. 20 GAGE END STILES 60 SO. IN. MIN. OPEN AREA 11 OPTIONAL ORANGE COUNTY BUILDING DIVISION 0` STMER ILE *a&- tsw ,c• Vg&c 20 GAGE END 16' z7's F". TANUE NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4--20 X 5/5" HEX BOLTS e: NUTS OR 1/ 4- X 1/2- LONG HEX HEIR SHEET METAL SCREMf9 > TESTPRESSURE (FSf) OOOrtSI1F3 ; WIDTHHE161iTF06r1nEw-mmQ , WILLIAM T. L!iiDEVA.'JN, F.E. Consulting StrJetu,el Engineer _ DOORS SHOWN ON THl$ DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND Tl# PRfSam si Q 1140 Fide;£ ;m Streat LISTED IN INTHETABLE ABOVE. SBC ASSUMPTIONS: 110 MPH. 15' ROOF HEIGHT. ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 110 MPH. OIPOSURE W. IO Clermont. FL 31i'.1 30' ROOF HEIGHT. ROOF PITCH > 10'. 2' OF DOOR IN END ZONE. 352) 242 - C? 0 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORSSMALLERTHANTHOSE SHOWN WILL WITHSTAND THE MK REUSED SBC PRESSURE LOADS. NOTE GLAZING GOES NOT 9Cf15FY IMPACT GIVENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH 6 GREATER THAN THE INCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSNORTERQ DEBRIS REOUIREMENTS IN FBC DETAIL C P. O. BOX 1365B MAUMa1Z AR. 1 2422 3/5/02 KDO WIN3®R DOOR 72113 H 2413 1/25/02 501) 562-11T;_ G 2137 9/00 MODELS: F 1549A 14/96 1724, 426, 730. 735. 750, 550 E 1549 DWG. kAS 101993- 2 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 110 MPH, FBC 110 MPH EXPOSUR a D 1449 9—e-9s) TOLERANCE 1 t . 0 sAM- f 1' C 1377 1 t 18 94 RI-13) B 1373 11/02/94) RL13) NEXT LEVEL PLOT SCALE 1= 1 DATE 11- 19-93 ORN. BY SH___ DWG. NO. 99— B-032- A13363/3/94 REV. 1E.C.N.1 DATE: JAPPROV.1 SCALE NONE S T 1 OF Z 13 GAGE STEEL. TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2- LAG SCREWS —_ 2' GALV. STEEL RACK 18GI9 X8'XB 16GA 16'X8'. 18. 18'X8 BOLTED TO TRACK BRACKETS WITH 1/4--20 X 5/8- TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 0 3/4- X 1-1/2- X 13 GAGE MIN. 1/4- X 1/2- LONG GALV. STEEL HORIZONTAL ANGLE. CARRIAGE BOLT & NUT FOR 16' X W. IS' X r—o k W X 8'. USE 1/4- X 3/4- HEX HEAD SELF 2' GALV. STEEL HORIZONTAL DRILLING SCREW TRACK 15 GAGE OR 13 GAGE T DDoONo TW " OF DEFAIL D 72"( 18'X8'.16181 0 42"( 18'X7') 48-( 18'X8' 16'X8', 10' X8 ,9'X8') 21-( 18'XT) O 24-(18'XS'. 16' X87 5' O Q9' X 8' k 10' X 6' (2 BRACKETS) { LH O 16' X 8'. 18' X 7' do 1S' X 8' 14 BRACKETS) 1 20 GAGE END STILES - FASTENED WITH TOG- L-LOCS TO PANEL FOR DOORS LARGER TWIN 9' X 7' USE END CAP OVER END STILES. ( SEE DETAIL C) 2 20 GAGE END 20 GAGE END CAP t pi DETAIL C _ T-\\ 19- 1/2'. 21" OR 24' HIGH PANEL GALV. AND 2- PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 t-D.00FtS16' X 8'. 18' X 7' do 18' X 8', USE 5th SCREW THROUGH THE ITOP LEAF. END STILE 11 5 Q STEM ROLLERS. 14- SG SECTION A -A FR V fSCREW 5/16' LI SECTION B—B `20 GAGE GALV. STEEL CENTER STILE 10 GAGE FOR DOORS LARGER THAN 10' X 8'. TOG-L-LOC OR POP RIVETED TO PANEL 13 GAGE FOR DOORS Io* X 8' AND SMALLER. 18 GAGE GALV. STEEL CENTER HINGE GALV. STEEL TRACK BRACKE73 FASTENED TO WOOD JAMBS. SEE ABOVE FOR OUAMTTY FASTENED WITH (4) 1/4- X 1/2' 16 GAGE GALV. STEEL 5 TOP BRACKET WITH 14 3" 18GA WIDE GAGE ROLLER HOLDER SEE DETAIL A) WITH 2 FASTENERS. F4 r B r2' ROLLER WITH 7/ 16" D11L STEM. TIRE: STEEL 7 BALL ORR+. Sl&1$"X8` NYLONOTEEL7SKI! FOR 9,w, low GALV. STEEL ( 14 GAGE) END HINGE ATTACHED WITH 4 Fes. GALVANIZED STEEL < STRUT. ATTACHED WITH 1/ 4- X 3/4- LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1-3/ 8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS. BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. F_ ETAIL B YF2GA STRUT SS8 GLASS 4- X IC AIR VE 120 SO: IN. MML A 8 120 SO. IN. MIN. OPEN AREA %,:y CENTER HINGES OPTIONAL ----- -----..... 25- --{ - 4 STRUTS - 3' 3' 20GA WIDE FOR IVX8' SEE DETAIL A) 3' 22GA FOR 9' X 8' f— 2. 75- --I ® SEE DEVIL 8) DETAIL A 3' 20GA WIDE STRUT 3" 1 WA WIDE STRUT AND SPACING. HEX HEAD SHEET METAL SCREWS. ` <,'`.. I 2422 Dona SME ' TAME Esr PRESSURE P.&F, NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4-- 20 X 5/8- HEX BOLTS & NUTS OR H 2413 wm1H MOGISI POSITIVE NEGATNE p ,r 1/4' X 1/2 LONG HEX HERO SHEET METAL SCREWS. 3 G 2137 F1 WILLKM 7 UNDELIANH, P E / F 1549 77 COIwltin; Structuiai Eilgileer - E 1549 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Alderson Street 1449 LISTED INTHETABLEABOVESBCASSUMPTIONS: 110 MPH. 15' ROOF HEIGHT. ROOF = s PITCH > 1O. DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 110 MPH. EXPOSURE -8', ® CrIeIT110It, fl 34711 = C 1377 30' ROOF HEIGW. ROOF PITCH > Ia. 2' OF DOOR IN ENO ZONE 0 (352) 242-0100 r B 1373 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE OF THE DOOR IS SUITABLE FOR OTHER DOORS SMALLER TWIN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. N THEOINOTE- GLAZING DOES }SOT SATt IMPACT A 1336 E.C. N. GIVEN THESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER TH+ DEBRIS REOUIREMENTS IN REV. ruse eF NJ M KsLW AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. GGV1tJc ;MLx.' m -- --- wicEs COLUMN) A IZII1., 724. 426. 730. 735. 750. 550 DWG. WAS 101993-2 PART NAME: Q WINDLOAD RESIDENTWL STEEL DOOR FOR SBC 110 MPH. FBC 110 MPH EXPOSURE 'B' D-s- os) xd-A--) TO C FRAC * 1/ 64 DEC..* .015 At 1' 1 18 94 RL8) 11 /02/ 94) RLB) NEXT LEVEL PLOT SCALE DATE: 11- 19- 93 D N. BYDWG. NO. 99-8- 032 3/3/94 DATE: PROP. NOC,NE SHT 2 OF 3 13 GAGE STEEL TRACK SAUCE OR FLAG BRACKET. FASTEN O0JAMB WITH 5/16-WX10- 11/ 2' LAG SCREW --_ 2' GALV- STM 18GA ( G TRACK' 16GA 16'X8'. BOL TO WITH 1/4--20 X 5/ 8- *ACK J 11 3/ 4' X 1-1/2' X 13 GAGE MIN GALV. STEEL HORIZONTAL ANGLE. ALV. STEEL HORIZONTAL K 15 GAGE OR 13 GAGE D ON THE WEIGHT OF DOOR. 9' X e' & 1O' X e' (2 BRACKETS) 16- X 8' & 18- X 8- (4 BRACKETS)' 20 GAGE ENO STAES - FASTENED WITH TOG- L-LOCS TO PANEL FOR DOORS LARGERTHAN9' X 7' USE ENO CAP OVER END STILES. ( SEE DETAIL C) r 2 sECTION B-B 10 GAGE FOR DOORS LARGER THAN 1W X 8'. 13GAGEFORDOORS10' X 8 AND SMALLER. GALVSTEELTRACKBRACKETSFASTENED1/ 4- X 1/2- LONG CARRIAGE BOLT h NUT FOR 16' X 8' AND 18' X 8'. USE 1/ 4- X 3/4- HEX NEAR SELF DETAIL D 20 GAGE END STI 20 GAGE END CAP 16' X87 Q 3/4' POLYSTYRENE i INSULATION STANDARD FOR MODEL 735. 16 GAGE GALV. STEEL TOP BRACKET WITH 14 3- 18GA Wo G GT E2ROLLER N ER ( SEE DETAIL 2- ROLLER WITH 7/ 16- DA. STEM. 7M— STEEL. 7 BALL NYLON OR •STEEL 7 BALL FOR 91S', 10'w GALV. STEEL. (14 GAGE) END HINGE ATTACHED WITH 4 FASTENERS. DETAIL C _ GALVANIZED STEEL STRUT. ATTACHED WiTH 1/4- X ACH LONG HEX HEAD 19- 1/2 21' OR SELF DRILLING SCREW 24' HIGH PANEL (2 PER VERTICAL STILE) GALV. AND 2- PAWrED O26GAGEALLSTEELMODELS EXCEPT 24 GAGE MODEL 1-3/8- POLYSTYRENE 750OOiINSULATIONOPTIONALFOR MOD. 724 AND DOORS 16' X 8. OR 730 18' X 8' USE Sth SCREW 13 GAGE GALV. STEEL LLL• ® THROUGH THE TOP LEAF. BOTTOM BRACKET O END STILE AND RAIL ATTACHED WITH 2 t++++$ E LONG STEM ROLLERS. FASTENERS. BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. C011rTION A —A —I f-" .44- R Alt 1*y DIVIS/ O LAG SCREW5/16- X 20 GAGE GALV_ STEEL CENTER STILE • ETAIL B 4 TOG-L- LOC OR POP RIVETED M PANEL. 22GA STRUT 6 18 GAGE GALV. STEEL CENTER HINGE TO WOOD JAMBS. SEE ABOVE FOR QUANTITY FASTENED WTiH (4) 1/4' X 1/2- ".11 AND SPACING. HEX HEAD SHEET METAL SCREWS A r. w }-- 1 l Sl. 1lL U[L616! rncar r- r Lr >• t6L L1C>• i yC, y r7 lL><T6L l7:ICl NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4-- 20 X 5/8" HEX BOLTS & NUTS OR 1/4- X 1/2- LONG HEX HEAD SHEET METAL SCREWS. 3/9/ i Q WILLLAM Corsafting Structural Englnee[ DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Anderson Sleet - LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 110 MPH. IW ROOF HEIG iT. ROOF t:lerrccQi, FL 3<i11 ` pTTCH > Ia. DOOR FULLY IN END ZONE FBC ASSUMF?K)NS: 110 MPH, EXPOSURE -B-. 30' ROOF HEIGHT. ROOF PITCH > t o . Z' OFDOOR IN ENO ZONE ® (352 ) 2+2 - 0:03 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATKX4S DOORS SMALLER THANTHOSESHNOWNWILL WITHSTi ND THE INCREASED SBC PRESSURE (.OA05. NOTE: GLu1NG DOES NM SATWY IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH iS GREATER THAN THE a DEBRIS REOU6iEMEMS IN FBC INCREASE IN PRESSURE AS Tiff DOOR SIZE IS MADE NARROWER OR SHORTER. DOUBLE CAR) 4- X 1B' AIR VENTS. (4) REDID. 120 30. OL MIN. OPEN AREA `9' OPTIONAL Js N=WL So CLASS Lon - a 3- 1 f— 2. 75' — I DETAIL A 3' 20GA MiIDF STRUT 3- 18GA waitSTRUT12422H 2413 1 G 2137 2, F 1549A 5, E 1549 D ' 1449 C 1377 B 1373 A 11336 REV. E.C. N 16'(DOUSLE CAR] 4' X 16' AIR 19M (4) I='D.'. 120 So. PL MPL OPEN AMA CPfl@ML Fsoa SM DETAIL Nr SEE DETAIL B) 4'X 16' M N 00 S0. N. LOL BCD S COLw oPnowL 10 (WEE CAI LACES (1 Cou- 0 ON 0 P. O. BOX 13858 MAUMELLE. AR. 72113 501) 562- 1872 5/02 KDDmwRi= R 1 t5/0200MODELS: 724. 426. 730. 735. 750, 550 4/96 DWG. WAS 101993- 2 PART NAME. O WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 110 MPH, FBC 110 MPH s—>as) t•= J TOtERANC£ 1 18/94 ln1- J t 1• I EXPOSURE B- 1/02/94) ARILBBAEC* NEXT LEVEL DATE 11-19-93 DWG. NO. 99- 8-032 I/3/94ANG• OATS: SCALE nlntir, PLAT SCALE 1- 1 DRN. BY BH SHT 3 OF 3