The URL can be used to link to this page

Home My WebLink About296 Clydesdale CirPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l D115r #102 "- Orlando, FL 32822 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR r� MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR 4' PERMIT NUMBER FEE rr SUBDIVISION qq� 141L. IL 1--1ERMIT# 'DATE- PERMIT DESCRIPTION t. PERMIT• &� a, SQUAREFOOTAGE� d d t�1 En In CITY OF SANFORD PERMrr APPLICATION Permit # . (9 ?:) - Job Addres�4 Description of Work: Historic District: Permit Type: Building Electrical Mechanical '" Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service —:# of /jMpS Addition/Alteration Change of Service Temporary Pole -- Mechanica� Residential 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 requited_ for opt:Ge.r wl n %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &Address: License Nu Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: q0'7 56:5.3Ga-11 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 do a in compliance with'all'applicable i. Ws rr pg-ulaung construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF'CO NCEMEN MAY RESULT n9 YOl fl< PA ` -114G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ONSULTWIITH YOUR LENDER OR Al -,'ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Ix NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Ow-ier/Agent is _ Personalh 'Known to ,Me or Produced ID APPLICATION APPROVED BY: Bldg: :Initial & Date) special Conditions: Date that may be'foun n the public records of iistriSts state ag cies, of f(decal agencies. 1 S pn OCT n3 ii ure of Contractor/Agent Date ROBERT G. I)ELLO RUSSO — : Contractor .agent's me —6 ' OCT 1 5 M3 Date Signature of No_ry-State of Florida Date Contractor/Age-.::s _ Pr ersonai, Known to Me or Produce' :D Zoning: (Initial & Date) FD: (Initial & Date) (hHtial & Dat: MY COMMISSION # DD 212893 I T EXPIRES: June 14, 2007 F nv F d Sonded Thru Notary Public Underwriters r rKUM Ge:!CPB�- �{ 'q.11; /�V'.�!('!!:Mc�.Y;l►r:. i�p�r'iv �tl ru c,!.. .:��; ... .. ., � ., CCTV OF SANFORD PERMIT APPLICATION Permit ri : % Date: Job Address: G S/li�-'�✓ �""` t' O =��_ iiGscripttoq uf`Wol`k;-V.G._..ls.c,,�- � �-�-t Zontri Value of Work: S �iWt4rJf pigjric�; �' /Ala 1'ertnit Typei t3ulldln,r,;� �IG�hiCal r.t'� MhanicL�� .Plumbing ,y Firc Sprinkler rm Electrlexl: New Service - # of AMPS I5011WDD Addition/Alleratiop Ghango or $ vicc Tempoe iy Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout &Energy CAIc. Required) Plumbing/ New Commercial: A of Fixtures # of Watcr & Sewer Lines # of Gals lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial industrial Total Square Footage: — # of Dwelling Units: flood zone: (FEh1A form requirud for other than Y) Construction Type: # of Stories: Parcel ><: (Attach Pmo(oro-nership BZ'L.agal Duscriptlon) Owncrs Name & Addreaa: C`7r`C&/ndU t.- L ZFS ZZ Phone: Contractor Name & Addres,<: W ,., _ JCL' E �jtJ / T /v- %leti,Cu State Liccnee Number: Phone &Fax:/UI —„�Z� - 1R'-v Contacts Person: _ Bonding Compsny: Address: -- Mortgage Lender: - - Address: Archiwct/Engineer: Phone Fax: Address: ._ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or inswllation has corunenced prior to the issuance of a permit and that all work will be perfntmod to molt Standards of all laws regulating construction in this jurisdiction. I understand shut . separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is ate accurand that all wau-k will be done in compliance with all apPlicoble 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. LF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE R! C:OR.UITIO YOUR NOTICE OF COMMENCEMENT. NOTICE: in a4dititm to she requirements of thin permit. there troy he additional restrictions applicable to this property that may be found in the public rtcords of this oounry, and there may be additional permits required fmrn other governmental cnnhcs Such as water m,.nagement districts, stutc agencies, or federal aj�cnctes. Acceptance of permit is vcritleution that I will notify the owner of the property of the requiremc f Flor L n L,aw, . 713. .��. y. _T. D Signature uCOwner/Agent - ale Signature of Contractor/Agent Date - a •.° •.: _ Print Ownar/Agent's Name Print Contractor/Agent's N e 0 3.to O Signature of Nulary.$raa of Florida y f)atu Signoture of Not State nF Flonda tJu!e A. o CD w - = c 2 N N O t_iwner/Agent is .Periunpuv Known to Mc tar (Vitmetnr/Agent is ur,nnaily Known w Mc n O c YruJuC�d 11') _ Produced ill — APNJC'ATI)NAPPROVhI)By: Bldg: ---_--• /unuty:,,.• I;iilincs: (Initial 8: 1)3to) (tnuial & Date) (Initial 2 I)alc) (I�>aial S Uu!u FCITY OF SANFORD PERMIT APPLICATION + OJ �z Permit # : Date: 1)3 Job Address: Crt Jl. Z ( 4 k.' Description of Work: L j S O ,1& E -S Historic District: Value of Work: S ) i t Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool I-:.. Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) . i Plumbing/ New Commercial: # of Fixtures A— # of Water & Sewer Lines # of Gas Lines i Plumbing/New Residential: # of Water Closets 3 Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: •,- ::,, Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) f'y Parcel #: (Attach Proof of Ownership & Legal Description) I Owners Name & Address: �� J- 4 • :., Phone: jj Contractor, Name & Address: //^� IITy G 1s I ^` . PLUMBING, . State License Number: t♦TA r� Phone &Fax: 027 Contact Person: / / ' \a -A, PhoADVANTAGE PLUMBING, INC. Com D�, F60RIDA 3276 - -` P.O: �0 027 t, Bonding . g 762-0027 0- .; Address: (ath 366.3994 Mortgage Lender: p Address: Architect/Engineer: Address: Phone: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of;a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that ma d� the public records of. this county, and there may be additional permits required from other governmental entities such as water management �jst "state agenctys, or federal agencies. Acceptance: of permit is verification that I will notify the owner of the property of the requirements of Florid�een Law, FS 71 Signature of Owner/Agent Date gnature of Contractor/Agent Date Print Owner/Agent's Name •Print Contractor/Agent's Name ( Signature of Notary -State of Florida Date Si ,. j-� -gnature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is�Pcr f�1yYribm AA��ARTHA Y. HALL ». t+s �bMISSION # CC 875840 Produced ID _ Produded ID ° : February 1, 2004 itondod Thru Notary Pubitc undertgitera APPLICATION APPROVED BY: Bldg: Zoning: Utilities: PD: (Initial & Date) (Initial & Date) (Initial &.Date) (Initial & Date) Special Conditions: CITY:OF SANFOt�RD ELECTRICAL. PERMIT APPLICATION Permit Number: T Date: The undereiljned hereby applies fqr a permit tq jostall the following electrical: Owners Name h'deTvn Address of Job Electrical Contractor./�J7bn Lv1 /"�v ��7lr.�c �� s _Ze Residential• Non -Residential: By Signing.this application I am stating that I am in compliance with City of Sanfor�4 Mprldcal Code. Applicant's Signature a State License Number � � COUNTY OF SEM%NOLE IMPACT FEE STATEMENT ' ISSUED BY CITY OF SANFORD � STATEMENT NUMBER 103-75631 DATE: _ � BUILDING PERMIT : / `-1 (CITY) COUNTY NUMBER: UNITADDRESS:-�-_'-----_------------------------------_-----�� TRAFFIC ZONE: JURIGDICTIONx &| CITY_OF_ ____ _____ SEC: TWP: RNG: PARCEL: ___�_��\ ____ SUBDIVISION: ------------------- TRACT: -------- � - i / ---~------ ~ PLAT BOOKx PLAT BOOK PAGE: \ / ... .... __ OWN[R NAM[: � -~ �- -- ----------------_-- APPLICANT NAME: ... .... ...... ~ -_-----_--_'---------_---_------_--_-_--__-~_-----_--_-_--_ ADDRESS: LAND USE USE CA7EGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction , FEE __________________________________________________________ BENEFIT RA FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � -------------------------------------------------------------------'------------ ROADS -ARTERIALS CO -WIDE O dwl unit $ 705100 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142^00 1 $ 142,00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0() 13C11 1OO1 S CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT $ 2,285.00 \ / STATEMENT / / � RECEIVED BY: _(�/4_'� (PLEASE PRINT NAME) � ` DAT[x _ 1 _°� �c--- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **�* DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A S7ATEMENT OF FEES WHICH ARE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. � PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICPN7, 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 DR OCCUPANCY', THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REnUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SKOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O NORTH PARK AV[Ni)F SANFORD. FL 32771 � PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. � ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** Illl Il 111 II 111 II 111 II III 11 Ill li all II 11111111111 all 11111111111 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102. . Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04986 PG 1257 CLERK'S # 2003152349 RECORDED 08/29/2003 12:03:42 PM RECORDING FEES 6.00 RECORDED BY G Harford NOTICE OF COMMENCEMENT (Prepare in duplicate) 2q6 CLyresPom-& 6`rct e The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproppertyy: Lot(s) 10, H, 46, 49, 51, and 84 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National prive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone M Amount of bond: $0.00 Fax#: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: Name: Address: Ex 'ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.RLoc Horton, Inc 0 awson, s ant ecretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this LS day of t 2003 byy Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc. -a eTaware Corporation, e a o t e corporation. H&She is personally known to me. Notary Public, State and County Aforesaid Q't ignature PFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Seal CERTIFIED Copy Y4ARYANNE ?40p! K OF rilh-irri, w,,. CITY OF SANFORD PERMIT APPLICATION Permit # : 0 1 A Job Address: L4 C Description of Work: J Historic District: Date: Zoning: Value of Work: $ I `O1 c�OO Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: Construction Type: $>,C)(K # of Stories: C9- # of Dwelling Units: �Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Bonding Company: Address: ►t t� 1 Q i(1(1Z tP ----_---__._.._- (_ V V U ..> Mortgage Lender: --- Address: i + .I Architect/Engineer: .12) • i !E Ee-J T`:nrPM, awl Phone, _..--_ Application is hereby made to obtain a permit to do the work and iri d't As indicated. I certify that no work or installation has cony nenced trri i;r fs" 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 applicah1c, lam, , rogulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT Ili N OUR>2AYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR E+FF 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 p i i veri tcation hat I will notify the owner of the property of the requirements=;n Law, FS 13. Signature o Owner/Agent Date Signature of Contractor/Agent Date Print OwnelfAeent's Name I / I 1 11 / Print CZvraRcLr/AgcnVs Signature of [NCTARY jjtqV L% D to Signature of Not ry-Statet *%W tvvr,�r:c a to O PATCIA COULTON PATRICIA COULTO PUBLIC STATE OF FLOPMA NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 ��r, i�O. DD13h330Y/ nOwner/AgentI jtl <l'r26,2006 Contractor/A-eniiX;r*�''2 Produced ProduccC ID APPLICATION ,\PPROVED BY: 131dcI MF 8 _Z'7.1Z) 3 Zoning: (Initial & Date) Special Conditions: F D: (Initial & Date) (Initial & Date) (Initial & Date) D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # I I �- 2 SUBDIVISION: BAKERS CROSSING azER AL ADDRESS G�V-u, L/ST BUILDING APPLICATION POWER F 0 RO ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALLS MANUAL J/ DUCT LAYOUT ATTACHED C TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri UeC�le� Rr m,�- J \,AA k Ul' JANl,'URD F.O. Box 2847 SANFORD, FL 32772 (407) 330-5630 FAX /1 (407) 328-7367 APPLICATION F012 11'I'll,I'I'Y SIsRVICI,- Ac.c ! ULL NAME) n A ram` NA N/1 I SI:IZV1('1•: ADDRESS ag(,, ys�4r� rA ,1TlIP_3ZE'"J TURN ON DATE ZIP. - FAMILY RESIDENCE / MULTI -FAMILY RESIDENCE 1 .1 COMMERCIAL .. .__ . v �. i � �I 1 E oyt� CI_Ci : (XtKi CDV 1 �on SOCIAL W 0 R Kit 4p S-c.. ) t c) n SECURITYJ� HOME# OWNER OF PROPERTY DR. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE -PROPER IDENTIFICATION AND ANY OUTSTANDING CHARr�c KA1 ACT i IL— 1 HviLos _. - — -- v a vL. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALL OUTSTANDING CHARGES. I AM ALSO RESPONSIBLE IN THL= HOME BEFORE Tf FOR DAMAGES CAUSED I UNDERSTAND%iP{AT NO SIGNED; OR MAKING SURE T OF MY ACCO DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL_ LL FAUCETS ARE ). THE CITY IS N( WILL STOP SERVICE DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR OAl'l- ED OFF Limited Power Of Attorney I hearby name and appoint: Craig Coulton and �aa'�� ( I+on each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and plyt� The Buildina Dept. of: C:1�'�1 o� Gay)i 6,rLl, For a residential permit for work to be performed at: Lot # : I I ? 2- Subdivision_ : -)akus cross,(Y� Address: �p q,(v cL-\45DALE- (Are-�, , r-:1, . 3xlg3 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd t „CBC055300 Contractor ` State Registration Number ., Signature of Contractor This foregoing instrument was acknowledged before me this: Date: <,Z' 4—D_!�) By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of FlVr�n County of otary Public Signature Notary Seal CITE' OF SANFORD BUDIVISION SDNTTIAL BUILDING PERMIT SUBMITTALREUMMENTSFOR E {4 }fig ❑ location surveys showing setbacks Two (2) re •'cent boundary find buyl�; from all structures to propertyl>ng i.for permit for structures (not fences) z Two (2) complete sets of constru do design drawings drawn to scale, Complete sets to include: a Foundation plan Indienting foo 0 G ;� ?es for all bearing walls. Provide side view deta s of these footers with reinforce en4%ar replacementMen. ent b, Floor plan indicatidoInterior vindo�v 04 or opening sizes, sions and room moke ke detector, room dimensions, d , loention(s), landings, decks and'i'R$rs. Bathroom fixture and distances from walls are to be sh wn. Note the State of Floridl requirements for bath door for complinnee of HRndlenpped Code (F.S. 553 Prt 5) e Elevations of all exterior walls!) east', gccring Department orest, north and south. nish floor elevation height asp y subdivision plat. o f all wall sections to be used In the structure. Bearing d, Crops sections o er and exterior. Show all components of wall section. non -bearing Int Cle Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and specie of materials to be used. ❑ f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. � g, Stair detRlls With trend and riser l s and guardrailgcr size, methods of Rttnchment, placement of handra ❑ h, Square footage table showing footages: ,t Cs S.F. Garnge/Carports .___��= S.F. Porch(s)/Entry(s)=S.F. patio(s) Conditioned structure S.F. TOW (Gross Area) ❑ 3, Three (3) sets of completed Florida Energy Zf soils appear to be unstable ❑ 4, Soil analysis and/or soil compactionreport. or if structure to be built on fill,, a report may be requested by the Building Official or his representative. ❑ 5, Other submittal Documents: ❑ a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,SRnford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance Rnd permit. ❑ 6. Application to be completed thoroughly and signature provided by a licensed and insured contractor. 4WNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontrncigzj `license numbers must be included on the application. If electrical, M16t finical or plumbing permits have not been issued, inspections will not lac; §�'heduled or made and subcontractors will be subject to penalty under the Ordinances. REQUIRED INSPECTIONS DUNG AND I1PON, COMPLETION OF CONSTRUCTION RI 1. Footer� 2, Underground, electrical, mcchanithl nhd plumbing 3. Foundation elevation survey ,i. 4. Slab 0, 5. Lintel- tic beanxs - columns- cells i 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10, Framing 1l. Tenant Separation / firewall 12. InsulRtlon, walls and/or ceilings 13. Electrical final, mcchRnlcal final and plumbing final 14. Building final 15. Other DAT1 e 14 SIGNATURE ll— (By Owner or Authorized Agent) CQ'N:TRQl.. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERSN�A�M�E_AND ADDRESS dame ddress (� U5l ! Y. �flZ City/State/Zip �t�o, �1 3'z�zz Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email Phone &E�mail INSTALLATION ADDRESS: 2 13A\/�S Cs� SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 7�& aQC� . DAiMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER ,AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GO VER,N TEE RELATIONSHIP OF THE PARTIES. :apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, Inform the Customer of: a, any new or Increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for S�' �J?.r er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failure Of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding negligence, torts, personal injury, death, violation of any statute rule, or regulation, loss of use, diminution of value, nteconomApex or 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. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment iting not less than two (2) days prior to treatment regarding any allergy or may have and (2)It Is their responsibility to notify Apex in wr other condition that may activated or exacerbated by the products and or sensitivity concerning odors, dust, pollen, respiratory illness, or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract anti apply without exception. t. M COMPONENTS: The Customer understands that, All components DOWELANCO OWNERSHIP OF SENTRICON* SYSTE of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(note. Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;_ (5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)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) identified herein as of the date of the Initial installation, Prior to; (1)the Structure(s) being structurally modlfled, altered, or otherwise changed or; (2) to any termiticlde 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 baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma} Nvithout notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue ai the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b\ 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 i held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force ant effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right. n 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 fulfillin Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strike! embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apes Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not t responsible for; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alteration (3)termlte damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have bee repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures f, commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all t1l 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. T' proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators NN be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an indlvidual b,IS and not a class wide basis. Apex shall recover ail 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 a 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 Instailation, terminate this Agreement and relieved of any liability hereunder If Apex determines, In its sole discretion, that it Is unable to prevent or stop further damage to Prope. 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 The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the Identif Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was reques by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After t Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221.2847 800-929-2847 888-764-2847 877-459-2847 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the kuildng located at 296 CLYDESDALE CIR for which permit 03-00002744 has heretofore been issued on 9 03 03 has been completed according �o plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as 4.,-z S"F �Z' complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: ��q��' FIRE: Finaled ' Inspected ZONING: Inspected UTILITIES:. Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage 1 Maintenance Bond PUBLIC WORKS: Street Name Signs,-. Storm Sewer,, Street Work DESCRIPTION Street Paved Street Lights Driveway FEES PAID DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 9 17 03 01-APPLCTN FEE -ELECTRIC 9/19/03 01-APPLCTN FEE -BUILDING 9/04/03 01-APPLCTN FEE -MECHANIC .10/15/03 .01-APPLCTN FEE -PLUMBING 9/12/03 02-ENGNG DEVLPMT FEES 9/04/03 Ol-FIRE IMPACT -.RESIDENT ,9/04/03 01-LIBRARY IMPACT FEE 9/04/03 20 00 20 00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This'is to.certify that the building located at 296 CLYDESDALE CIR for which permit % 03-00002744 has heretofore been issued on 9 03 03 has been completed according to plans and specifications filed in the office.of the Building Official prior to the issuance of.said building permit, to wit as complies with all the building,, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply:,, Yes No 01-OPEN SPACE, 9/04/03 279:61 01-POLICE IMPACT - RESID 9/04/03- 91.93 01-RADON GAS .TAX FEE 9/04/03 13.92 01-ROAD IMPACT FEES 9/04/03 847.00 01-RECOVERY FD/CERT. PGM. 9/04/03 13.93 01-SCHOOL IMPACT FEE 9/04/03 1384.00 WD IMPACT:SINGLE FAMILY 9/04/03 650.00 SD IMPACT:SINGLE FAMILY 9/04/03 1700.00 Zq OWNER BUILDING OFFICIAL DATE A CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: \ PERMIT #: (� �1 - � -� yQ ADDRESS: CONTRACTOR: \ 1 t� V Q. c- �o � PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering ni< P, Swda ❑Firey1 I I� Public Works ❑Zoning Fr� 14, Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY PFW6Ve0( Eau=JL'r,4 W/o 3&/&' REQUEST FOR FINAL INSPECTION **** ""&PtLor SINGLE FAMILY RESIDENCE DATE: \ �) - 0°k -(-)3 PERMIT #: (' , �-1 - � -) y�1 1 1 AM CONTRACTOR: --�:) P� V�v c- �o r-11 PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ---7 ublic Works '°`r►^'' Utilities ❑ Fire n (� ❑Zoning 4n ❑ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION C.O./C.C. CNEC LIST - UTWTIES DIFF . , o Utility Inspector ----------- **** SINGLE FATV. ;JtR '1bFW-E�** INITIALS DATE DATE: \-��-c�3 PERMIT #: (),`I - � `) yq ADDRESS: Utility Inspector's final ---------- - FDEP Clearance - Water ---------- ------ WELP Clearance - Sewer----=-_� _---------- City Services Easements-------------------- Msairltetacrtce Bond (IQ% -2yr) i-______ _ ________� Othm------- - CONTRACTOR: \ > PRONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public V ji CONDITIONS: (TBE ❑ Fire (� ❑Zoning V-\ 14, ❑Licensing ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7.rq SECTION A - PROPERTY OWNER INFORMATIO O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 296 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 11, 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): ( ##° - ##' - 0.99' or ##.#####I ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 ' SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AQ use depth of flooding) 1202890045 E 4117/95 4117/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (liht) data or base hood deptn entered in sa. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' E Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR1A1-A30, ARIAH, ARIAO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes E No o a) Top of bottom floor (including basement or enclosure) 48. 0 ft.(m)Ca o b) Top of next higher floor 37.6 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) N o o d) Attached garage (top of slab) 47. 4 ft.(m) o e) Lowest elevation of machinery and/or equipment J c ; servicing the building (Describe in a Comments area) 47.0 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 47.0 fL(m) o g) Highest adjacent (finished) grade (HAG) 47. 2 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) In C3.h 0 sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that anv false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT STR ETISpr-180A I ORLANDO FL 32803 SIGNATURE WDATE TELEPHONE t 1- TA�� t 12i12103 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 296 CLYDALES CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN AIC UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(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 top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items CD and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my 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 communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communitywissued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT PERMIT DATE G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: — G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 11, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS .OF SEIVINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A) LOT 10 WALK IS 1_4' OFF - _ _ 208.01' - PTA__ N89'1734"W CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. MARK DITTO AND TRACEY DITTO NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-19-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED, BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 11 AS BEING N89'33'46" W PER PLAT. (FIELD DATE:) 12-19-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM PROPOSED ROSE HILL PHASE II LOT 8 LOT 9 I 1 50.00' ; S89-33'46"E if LOT 11 anti 4 9.0, 0 40.0, 5. TWO STORY CONCRETE BLOCK, o & WOOD FRAME b' RESIDENCE ui g FINISH FLOOR < ELEVATION-48.0 COVERED ENTRY c 5.2' c 2'X2' 3 C/W ..CONCRETE' TYPICAL '.:.DRIVEWAY; in ul 10' I. TI6:1" "EASE1 f d`O LOT 12 CD N Lp Lo (D N (6 0 — 0 — V AjWALK IS 1.4' OFF 3: N89'17'34"W I NIQ NI vl'n OIN OI nI 293.17' TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE CENTERLINE - RIGHT OF WAY LINE 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP' PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB ' C CHORD LENGTH PK PARKER KALON 1' - 30' GRAPHIC SCALE 0 15 30 _ PC 501 CENTERLINE OF RIGHT-OF-WAY FND NAIL AND DISC 0 LB #6393 (12/19/03) ®FND 1/2"IRON ROD AND CAP LB #6393 (12/19/03) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE P1 DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP .TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611517-6, FLORIDA ADMIN15TRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA ASM40129 FINAL 12-19-03 CKB JOB NO. EVISED DESCRIPTION 8-7-03 DRAWN BY: PLOT PLAN 5-20-03 CKB/ G\A NMLCfI1111R1d.,, 0/7mmnnxlul AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 320 EAST SOUTH -STREET, SUITE 180 ORLANDO. FLORIDA 32801-'(407) 426-7979 FOR THE r FIRM WIILIAM R. USCATELLO JR. PSM 4928 DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 11, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 11 CONTAINS 5827 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 561 SQ. FT. t TOTAL SOD 3479 SO. FT. t PROPOSED ROSE HILL PHASE LOT 8 LOT 9 1 50.00' S89'33'46"E a6� a 1„ = 30' GRAPHIC SCALE 0 15 30 r I LOT 11 DRAINAGE TYPE A i LOT 10 5.0'I PATIO.q 5.0' 40.0' w cV p) 40.0' N _ N PROPOSED (� 0 a a 2289 ui :v O FINISH FLOOR O Z ELEVATION-48.0 /C O N N 5.3' �n - S.O. 15.0 N 19.7' 5.0 .1a''DRIVE:I ul Q/ J 10' UTILITY' EASEMENT a h PTA - _ 208.01' N89'17'34"W I N89'17'34"W 0 50.00' yluj pIN OI utl TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY 293.17' LOT 12 �PC 5-01.18' - --f- BUILDING SETBACKS PLANS REVIEWED FRONT: 25' REAR: 20' CITY OF SANFORD SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' LEGEND PREPARED FOR: D.R. HORTON ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045_E—D.A.T,ED 4./_1:7_/.95—AND—EQUND____- ,TFIE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, `, AREA, OUTSIDE L00 YEAR —FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 11 AS BEING N89'33'46" W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB N0. ASM40129 .EVISED DESCRIPTION 8-7-03 'DRAWN BY: 'LOT PLAN 5-20-03 CKB/ BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - - CENTERLINE POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE x PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT pl DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (p) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FNO FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB .PLAT BOOK C CHORD LENGTH PGS PAGES - R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK So. FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR .EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSEDSURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 THE 320 EAST,SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA DATE 32801— (407) 426-7979 WWVILLIAM4ACA ELL yr. o-,I W"', I oyn VEgy PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIANII-DADE COUNTY, FLOFU METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFFI METRO -DADS FLAGLER BUILDI 140 W1:S'r rLAGtn STRn %surd: i MIAM1, I.1,0RIDA 33130.1 (305) 375-2901 FAX (303) 375-2 C0N•11L1C'roli 1ACENSINC: SI.C.T (305) 373.2127 FAQ (301) 37S•: co,i*rtcA(: rnti mvis (305) 375.29" FAN (305) 375-: PRODUCT r CONTROL DIVIS (305) 375.2902 FAX (305) 372a Yaur pQ�cation for Notice of Acceptance (NOA) of Lute s^ =8 S-WE Itlstiving GIaLcd Double w/sidelites Residential Steal Door urdc,�s'liapter d of the Cade of Miami -Dade County governing the use of Alternate Materials and Types is s Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under *the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved. manner, 8CC0 may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it,, udetermined by BCCO that this product or material fails to meet the requirements of the South Flor Building Code. The expense of such testing will be. incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314,25 EXPIRES: 04/02/2006 Raw Koartguez Chief Product Control Division 'THIS IS THE COVERS_H_EE_T_LSEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,IL CONDITIONS BUILDING CODER- PRODUCT REVIEW COINTITTEE 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. tk l) P RO VE D: O61051200 i ff7lt� 4-" Francisco 1. Quintana, R.A. Director Mianti-Dade County l3uildiiig Code Compliance 01'I1C Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta 4signed to comply- with. the South Florida Building Code-(SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION u 2.1 The Series Entergy 6-8 S-NV/C Insiving CIazed Double 'Residential Insulated Steel Doors Sidelites- and its components shalt. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," pmDarec manufacturer, dated 7/29/97 with revision C dated 01/l1/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3.' LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are desi�ncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, Protection syste;r,. S. LABELING 5.1 Each unit shall bear a peri»ancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approvcd drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co' (SFBC) in order to properly evaluate the install ion of this system. Ivlanu l Pcrcz, P.E. Product Co ro E�can Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN Q 5 201 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and talc original submitted documentation, including test supporting data, engineering documents, ant no older than eight (8) years. 2. , Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade. County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South. Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the 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 feel and granted by this Office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 1 f any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspcction at the job site at al time. The engineer needs not reseal the copies. 8. Failure to comply with any Section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP" NCE Manu Pcrcz, P.C.; Product Con tr scam Produ 'ntrol Division Glazed Unit<S x .c X0, OX, OXO I XX, OXXO I 1COP-m-MA0100.025 ,t FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" 2'8" COP-WL-MA0141-02 02-0419.08 (Application Filed) 52.0 NO 2'10" 3'0" 3'6" I f 2'8" + 1'0" Not listed Not Listed � f t.1• t 02-0419.08 COP-WL-MA0143-02 (Application Fled) — t• 52.0 — I. NO 2'8" + 1'2" 2'10" + IT 2'10" + 1'2" 37 + 17 TV' + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + IT 1'G" - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2' 10" 3'0" + 37 + 3'0" 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" 2 10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 210" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2_ Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.mason ile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, U Oak aft °— .cond ', "�e1 ICU 0 E�'" I teal"u.arT r.aw VIOEXCI.AS1 ht `!*KY,I c'n"t N"n.T..wN f—,l.•I Envy D—I Api 129. 2002 0m cp¢Dnwcy pngla,n of pI x.ID 1nlplp.• MC111 macae 1ptU601b14, otsgn and p.odncl Masonite International Corporation donil wbiM 10 09V w9.�om notice. COP-WL-MA0100-02 x_ FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing TV — _- 2'6" _ 02-0418.03 X 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0", 3'6" Not listed Not Listed — 2'8" + 1'0" 2'8" * 1'2" L__� t 21210' + 1'0" 02-0418.03 I 2'10" + 1'2" COP-WL-MA0163-02 (Application Filed) 55.0 NO 3'G" = 1'0" TO' +17' 17 + 2'8" + IT 1'0" + 2'10" + 1'0" X0, OX, OXO 17' + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + t'2" COP-WL-MA0164-02 (Application filed) 55.0 NO + 3'0' + 1'2" i1.2" i I 2'8" + 2'8" + 2T- t 21G' +_"0"+21V j I 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'l0" + 2'10" COP-WL-MA0162-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0165-02 (Application Filed) 55.0' NO TO" ; 3'0" + 3'0" + 3'0" ate .. 1. Occr arrangements using fewer panels than wha! is show:. in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe 1n!ernallonal 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 Ioc2bon 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 entrylor impact testing is done in accordance with Miaml-Dade 8CC0 protocol PA201, PA202 & PA203. �tft ARK" 1 A0,+<1. aaa ow Co"Ww':10 p,op,am o! proe 0 an,01 1611 makes specilica,ions. oesion ana pro9cpl rtn;ii ;c9i`CI to chmv .41-1 POhee. Masonite international Corporation. Glazed Units I X f XX, OXXO COP-WL-MA0100.02 "£ FIBERGLASS DOORS 8'0" Height — Inswing 2'0" 2'6" 02-0423.01 TV _ COP-WL-MA0146-02 (Application Filed) 40.0 NO 2'10" 3'0" TV Not Listed Not Listed — — 2'8" + 1'0" 2'10" + 1'0" COP-WL-MA0148-02 02-0423.01 (Application Filed) 40.0 NO 2'10" + 17' 3'0" + 1'0" 3G"+'IT 1'0" + 2'8" + 1'G" COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO 210" + 1'0" +� 1'2' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + TO" + 1'2" 2'6" + 2'6" + 2'6" TV+2.8"+2.8" 210" + 2'10" + 2'10" 3' 0" + s0" + 3'0" 2'8" + 218" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO _ 2'6:' + 2'8" 2'1G" + 2:10" 3'0" + TO" 2'6" + 2'8' + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 (;application Filed) 40.9 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using tower panels thar. what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!:> are available from. the Masonite Inlernational website (www.masonite.com) or from the technical center. 3. MsWlation inslructio ,s are available from the fr:asonite International website (www.masonite.com) or from the technical center. e. Actuci C_'sien pressure requirament for a spaci`ic cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or'impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. .a e -� O aka I IH1.N :1..1it t:NTy n()(l l;( N""Irw.J.4«p,H Gbr Donn lr�UYllvin, �� /� E;+1t.zo z Q,:rC0.:1a/K 9rc�;c+ci prpfiu(1 mLprWcfltM aU4t spccilir:;iys, Ctsyn ]:'J ;rJ-.(1 Masonite International Corporation Glazed Units Aol .COP WL=1VI{101'00 02' ,a 8'0" Height — Outswing X 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" 02-0423.03 (Application Filed) 47.0 NO 3'6" Not Listed I Not Listed — — X0, OX, OXO 28"+10" COP-WL-MA0168-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 1'2" 2'10" + 17 210" + 17' 3'0" + 1'0" 3'0" + 17 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 2" 17 + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 17' IT + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" +2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP WL-MA0170-02 02-0423.03 (Application Filed) 47.0 '` NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'101, TO" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. .t O akcraff ARTERX FlIi I:ItO1.A�S fN'1'NY;UOOItS Non.T •e,r.a r4`Rlu'e^v10^°n - ❑ T o.. Apr? 29, 20D2 Our conunuiN program of product improvemMl makes 5pecilkatiom. design and product Masonite International Corporation ' 1 detail SAM 10 change without Wire. ladlIZA];• • Opaque Units 6'8" Height — Inswing 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" COP-WL-MA0101-02 01-1031.01 76.0 NO Not Listed Not Listed — — 2'8" + IT 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0103-02 3'0" + 1'0" 3'0" + 'IT 02-0109.10 (Application Filed) 55.0 NO X0, OX, OXO 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" 12"+TO" +12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 It NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. Oak raft a_ A EEC cd FIMF'Nfl`.ASS fN'1 NY•n OONS NemT •WMfauraeu Em.y Doren po.a 29. 2002 p"r conen0 pnW0 of produ mpr —enl makes specil"*ns. des�0n and pnod"n. nend SuOM1tI w cnary WOW nolltt E •c lucicely I.am PREMD 'a'.'G;✓i -e. + Ou• fly peo•• Masonite International Corporation !t FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed — MMMM X0.OX, OXO 2'8" + 1'0" COP-WL-MA0123-02 02-0109.09 (Application Filed) 55.0 2'8" + 17 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + IT" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 1'0" + 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" IT + 2'10" + 17 17 + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" NO NO NO NO NO Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff 1 AIR4EW E•<lur�"elr l.o... W n"de .A FIHYNGItASG FNYkY 000N1 N T"wW FL , E.."r C-i a - ao• +rr 000n aw^29.2002 Masonite lnternatioElal Corporation ? Our coni—ino program of prodW irnorownm makes specaicatons. design and oroducl ` delad Suolecl 10 change wilnoO Wke. Opaque Units CORML-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing 1 1 COP-WL-MA0106-02 I.1• t 02-0109.08 (Application Filed) I•Rating 70.0 1. 1 NO 1 X X0, OX, OXO I 1 2'0" 2'6" 2'8" 2'1 On 3'0" 3'6" mulliples width) 2'8" + 1'0" Not Listed Not Listed 02-0109.08 COP-WL-MA0108-02 (Application Filed) — 55.0 — NO 2'8" + 17 210" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 (Application Fled) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 1'2" + 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" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 + NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 210" 3'0" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. O akgraff AR EK" kIII I:N CI.r» —T.Y 0001t1 N T..,u..a edwg.0 fnw Door. /"/l Urr"1 Van �r✓� /i, ❑ / // ry A" 29. 2002 Our Commump p,od,am of prOdutl mpr Mml makes 5MiliCAg"s. *e ,gn and Wddutl Masonite International O f p O r d U 0 0 delaa suojen 10 mange WRhout n0l, e. Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" En l , . COP-WL-MA0126-02 M 02-0109.07 (Application Filed) a• 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 2'8" + 1'0" 2'8" + 17 2'10" + 1'D" 2'10" + 1'2" COP-WL-MA0128-02 3'0" + 1'0" 3'0" + 17 02-0109.07 (Application Filed) 55.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2' 1'0" + 2'8" + 1'D" 17 + 3'0" + 17 17 + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 4r NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air• water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 & PA203. Oakcraff AR k EK" FI"1: G—SS Ee'I— DOORS N Tv Fb CC Ew 0— Apra 29. 2002 Our commumg prograrn o1 produtl i np,ov eat makes Specifiulioln. despn jnd p,oduct detail Subject to ctunpe withoul notice. •+ du• Masonite International Corporation1 X Unit TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. M-Iflmlm • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 1 1 I l I 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" SINGLE DOOR r r t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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. PREMMn(✓/ is � 7i�/��i� Apfil 29. 2002 0m com,mnnq mognm of ofodva nnororemem makes soeci icawni. M a s o n i t e International Corporation _ 0espn and u1o0v dmd WNW ro mange wNOON n.I-. XO or OX 6' 111 l Unit SINGLE DOOR WITH 1 SIDELITE Yly� . 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8• MAXIMUM ON CENTER TYP. MITI", "1111 r • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough r I r a 1 • Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t .t t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and N10 wood screws or 3/16".Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & 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. in f•<,vf�reiy f.o An,n29 2N2 Masonite International Corporation Ow of p,wvo •o��o•eo,rn, nuwes syccnKnWns. oeSQn anc x%do oeud SUD" to mange wdnoal nacre O• gMip`=WLMA0004: 02 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'U" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • t _t 1 I • I t • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t t t t t t t i t f 0 Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #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 EICO 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. Apul29.2002 Masonite International Corporation Ow <o"un,,.,o „v4an vi uWo^ ,r,rnnuns q,hn.rabuu•. ticsq" anC J,vOuct O 4 sub"u a :*-u,ye .ghoul no — _ OXXO Unit MID WL,tVIA0005vtbi 4 DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. � t t I t t t t TYR TYP.I t! ♦ t t I t t t l l t l 1 i t 1 1 l l l 1 1 t TyF 6'8' 13- I • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16" 17.1/8" MAXIMUM ON CENTER TYP. T ! ! ,�.,.�.,1 It� I •r if • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: - • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. tae s • �/�C., E.clu �:vely iron Apid29.2002 Masonite International Corporation our Eonlimnnd progtam o19,odud vno— ment makes Sott12al,onS. desgn and product dMd SAW to [nangt wdtwul noble XX Glazed Inswing Unit APPROVED ARRANGEMENT: n T� 0 >'•'' 0 a? Double Door Maximum unit size = 6'0" x 6'6" Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" 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 ASIDE 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 asElm 00 00 00�00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: ❑El 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 fill, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be useo in the following door slyle: Eyebrow 5-panel with scroll. r_. Oak gaff ART EW 1=1ULN0LASS LN"1'9y 000K% —T.... 1F—,.. Em 0— April 29. 2002 Our c0nlinwne Moli a of D1.6.0 -3,. "enl makes sDe<�Kalans. OeS�en ad Oroou[I &W s01K1 to "moul mM ce. Masonite International Corporation XX 1I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as ao 0 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core.. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft a_ AR' EK'� .•d� �1'carur<.1 1AHLI((:LANN LN I I)I11)N\ Non4. F-0 g.0 E D— April 29. 2002 Our contmNmp or000m or owaw +nom+emem makes sdeciliurions, desipn and pmdw debit Subjeo 10 mange widlout n02e. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 JL FIBERGLASS DOORS 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 1 Sidelite Maximum unit size = 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as as °® as na oo oa 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n o as as on as na as 105 Series 106. 160 Series' 129 Series' 12 RlL. 23 RA. 24 R!L 107 Series' 108 Series 304 Series Series - This glass in may also be used in the following door style: Eyebrow 5-pallet with scroll. Oakforaff ARTEK" I I1UCKGL\.Nl LIN 11'Ufl(IMti—T..wrW F—,.—feay Dew. PREM C''Z(,.//.�:, Masonite International Corporation • April 29.2002 Del 01.0.1 n10.Oven4nl nU4t5 sOctA2aiUns. OeYpn Y:0 S�N.ocl aaw, wuie I Ic caenpe wanoel .01Kt. x0 or ox Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as ao 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN , ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, raft AR k EK'' , r1 ... f ... '1 . r u ..I f•elo ely r L.`I'— 11111)N.\ IJon.Te.oweE ra, g—b-,Door) /�/�r,'MA" a e1 IIIL/YIl/V �1✓�v�i... April 29.2002 Masonite International Corporation Out c 1.m Q V,Wram of prooun «vor —.1 makes SOeeifiCalio.S. oes.pn a.d pmoucf Oxo Glazed Inswing Unit APPROVED ARRANGEMENT. O 7 fi Single Door with 2 Sidelites Maximum unit size = 9T x 61- FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8"_ Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 as 130 ao 00 00 D0� 00 100 Series 133, 135 Series 136 Series �822 Series 1/2 GLASS: 0 0 ou Ho n a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 f1/L. 23 R7L, 24 R/L 107 Series' 108 Series 304 Series Series' TIUS glass kit may also be used in the following door style: Eyebrow 5-panel with Scroll ft Oakcraff AR 4 EK'" I,IULNOLn\\I: N'1 Nl'U()f)Ilti Wn-Ta.awea FLwa4u El.ve D. rAUr,�!�/,��"„ a /�.A U �'eV (oral April 29.2002 .. O�.��.I.'oa Masonite International Corporation i OW eonun—p wooram of otod.0 n o—ement makes SDKd,al,onS. dell -On and Dfoduet detail suoleel to ~91 -IMOW nO1KC- Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a s � r as an 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" VILILK(:L. Ss a:r IRY u()l)"s No-..1—i—I En Dow PREMEMry-'. a _ o..:., o.... April 29, 2002 Masonite International Corporation Our conlinwng program of 0100un imDT0Vemen11 makes speciliulions. design and produel detail sublecl to charge wig10U1 n0lice. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: {'• fi 2 a.. �J j { p Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size = 12V x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: go as00. na oa as 100 Series 133.135 Series 136 Series B22 Series 1/2 GLASS: as ao as as as an 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panet with scroll. Oak raft AR 1 EK PIn LR(1LT4S LNIRV DOORS —T—,J f—,—Env, Dow. April 29. 2002 om commvmq O'.gom d1 0,.Gu f-0.ove—.1 MAeS $WdA I—S. dei-gn and olodu t dlUd SV51e0 1. 0-91 -.OW -.1— E •(1ut.vely 1.o.n Masonite International Corporation OXXO 1 I I Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77 as as - 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a o 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-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). / &EX3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR k EK'� YINb Rf. i-,\s] EKIN, IP inn? no..-A.ur.a fa...on. E.w, Oeo.. April 29. 2002 QR t.i—.V woonm or o.00ua ✓no— menl makes Specdicalrons. design ara oloducl delad subject to [range without wove. [.<tu t.rely t.om - Masonite International Corporation XX COP-WL-MA0147-02§ >� Glazed Inswing Unit APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 00 822 Series n EJ 00 404 Series 108 Series Oak r& AFC EK" E.clea..ly lrem w..en.,.. e r ..d FIBERGLASS LNIN1" OOOKS Flee-T..—FAwEI.0 Ewr Ooon REMDa?/�1/fin" a � Ap'it 29.2002 Masonite International Corporation 0, conbew^g ,"0g,am of 0,0d.0 7nnp,wen ent makes somilk liom, design and ploeucl delail Su01ecl 10 cNnge wnhoul nolict. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak pff ARk EK" I.—CL.\.1.1 LT I.% ""'I — No••-Tuwr.4{4 &.E—r boo., April 29. 2002 Our conti—no or000m of orooutl +no•oveme-t makes soeifications. design and olodmi aeuz SuoRO to ctulloe .B"om ntnae .. E,<lutivelr Iwm o.ua, o.o•. � Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: `COML•MA014$-02 `' 8'O" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size = 67 x 8'0" Design Pressure +40.0/-40.0 limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DID no 822 Series 1/2 GLASS: a El 00 404 Series - 108 Series Oak raft /AR k EK'- E.11y, .11r r.em aI y1111 •N f:l.:\�.\ I: v'I N\" nnf1N\ Non.T..wWi.perr.0 E..vr 0- Al 129, 2002 Masonite In Corporation ON E0n,,.,Q Oreeram 01 Oroouq a00,0+Mren1 makts SOttdKJ1U05, des,On led 0,0. 1 de++ swlea w cWngr .d"W C • or • e COP-WL-MA0148.02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: r a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Cade, Chapter 17 (Structural Tests and Inspections). ,� / aa�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK'� r.<I .:.•i, l..T ...,.,.,� Ta•.....a LIUL.(;.ASS LIN-I'NY 1 OOKS Nr. L.o.nO F4-,... E—, Dow. /�C,' ❑ �/ �. - April 29. 2002 •. 0••� r oeo•. Masonite International Corporation , 0., [onnnuinp plop. or proaw nnprove.ot make$ Sp-li aiions. oesgn arld proauol aelaa $01ee11a Cnanpe w.Mw r*K'. • • COP-WL-MA0149.02 ,R Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O 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 and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-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: 00 404 Series 00 00 822 Series a 108 Series Oak ,raff AR EK` E.clu.rrelF r.nm I -II ERCLASS C.'I Kl" W)"KS —T•.urnO Fa. &r .Em 0— ❑ April 29. 2002 Masonite International Corporation Our coro. wno Djogram of product ✓ pfovenitnl rnakeS sDK�IKllgrts. DeNQn 4W ploducl dela'I subject to cha ge without nolice. OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: ;COP-WL-MAo09.02 8'0" FIBERGLASS DOORS Fin 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,��X / &af�5 IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O-rra,naraft AR EEC" w.....1k JAUCKGLASS CN'I'RY DOORS �T••4 ri .sr li WQ°°" �nC�/l1llA� A � 0• Y Oe � April29,2002 Masonite International Corporation Our connnuing program of producl improvemem makes specificalions, design and product dead suoiecl to change wilnoul notire. OXX0 Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: 34 1-1 r. 0 d1- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =12'0' x 8'0- Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 11111 an as 822 Series a as 404 Series 108 Series Oak raft AR 0 EK" Te.+—a - CIIFLIkc:LASN LN"rMl" Lio Oc.5 NonT<.e.r.d FFs.ral+u Env, 0— /�C.' =,11,1,e- a r llU�",✓I\ Apra29.2002 Masonite International Corporation Out lom I", "o"', 0 Drdducl •nUr0",nl makes swdicalions. design and Droaucl dnad sublec1 le change M'illloul no v OXXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ,fig 810 Series 300 Series APPROVED SIDELITE STYLES: i a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of.31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft AR k EK" I1II 9GLAIN —I' 1" 6_' 0— Apt 29.2002 Masonite International Corporation Our c"ununq program or prod�o � Wovemem mites spailaaimnS_ design and 010ducl deUg WOjtp 10 CNngt wilhoul nobee 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 3'0" x 68". Double Door Maximum unit size = 6'0" x 6'e" Design Pressure +55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: no oa oQ an oo an 100 Series 133. 135 Series 136 Series e922 Series 1/2 GLASS: n [i uH �D El a as an as as na as 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raft AR 4 EK'� ...,� r. . ,..1 1 `I II1; M(:l.A�� CS, "1'Hl",Ilr1UN♦ —r•.b..e FOe.Nav E•.v1Ow.. April29,2002 � Ow• r Dee.. Masonite International Corporation du. D,.g. 01 D.Dduet vngrOv t —ke5 SDtCdK]IgDT. de,ig0 JOd V.dua .." SubKCI 10 —iige wA.., M41 XX COP-WL-MA0162-02 Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ', f 1j i0 all 1311 5 404 Series 410 Series 109 Series 114, 1201122 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). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft AFC _k EEC'• FI uc.';IIs S LrN. NlUDn X.1 h-T.- foul Dw April 29. 2002 Our conhnu.ng program Of Dr000e1 irnprovemen, Takes specificrions. Design and DIOOKI Dead when IO change wunout no0ce n O••ir, Doer• l/Ci Masonite International Corporation XX COP-WL-MA0,167-02. Glazed Outswing Unit • • • 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 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-nationat state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 822 Series 1/2 GLASS: 0 00 404 Series O ak�raff AR k EK" we..n. �.ein r en VitiCRGLASS LN'1'H5' DOOKS Nun-T .u,nA r{e.N.v Envy Dew+ 108 Series Apnl 29. 2002 Ow c-"....g d,gg,— ei p,gdva mpo—'., —ies SDfULUlrons. de5,gn and wode , de13A 5,hpeCl 10 CftDnge wilhoul n01,ee Masonite International Corporation Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING #! REPORT # SERIES 'INDEX. MASTER FILE NUMBER 1 " ' i INSTALLATION DETAIL W1 TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 - INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028 IFLEX0029 1000 3 INDEX 4 . INDEX' 'MASTER 6 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING, FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 ` INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0020 IFLEX0016 1000 11000 . 11000,1500 & 2000 6 INDEX ,` 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 11000,1600 & 2000 1000 8 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W11 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1600,1000 & 2000 13 INDEX-- •. 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 6 .' . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1600,1000 & 2000 1000/1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES, 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFLG 1000 / 1500 22 INDEX'.'; 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLG MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLO 12000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANGS VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG. 2000 "�� Page 1 of 1 milemasters.nls Tn O AMY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS - - BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 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" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" - -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS ` DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFfEST CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO �J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) VINDOV HEIGHT PERIMETER CAULK — BY pTHERS ONECONCRETE OR SUCKK By OTHERS BY WOOD MA AO;+RY OPENING BUCcY p;HERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BUCK WIDTH i�i/• MM. BY OTHERS j cK�cSMENT SHIM AS MAX. INSTALLATION ANCHOR FLANGE TYPE �1/4. D.MA%. 3/16' DIA. TAPCON WINDOW FRAME (SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) 0 I / LL 1-I/4' MIN. GLASS (T YP.7 I EMBEDMENT (SEE NOTES) I 1 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK PERIMETER SHIM AS REO'D. CAULK 1/4' MAX. BY OTHERS \ (SEE NOTES) WINDOW WIDTH FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS 1 HEADER CAULK BETWEEN 1 SECTION B-B MAS'Y. OPE ING BY 07HERS 17 BUCK HEIGHT WINDOW HGT. I I K. FLANGE TYPE 1 VINDOV FRAME SILL WINDOW WTH. ELF VATION ViEWED FROM EXTERIOR V d SILL STOOL BY OTHERS A•'� Q O CAULK BETWEEN ' Vl[NDOV FLANGE PRECAST SILL 6 PRECAST SILL BY OTHERS W/v ADHESIVEVE CAULK OR APROVED COL. SECTION A -A TAPCON LOCATION CHART CALL TIP TI; O LOCA N. :` HIEA,JILOCATIONS IN JAid3 UP TO ' `PST UP TO P6F SIZE TIP 50 Ps: TO Sow I ;TOr 022 74 x 26 CC C.O. LJ I,J 74 % 32 3/6 C.0 I _ .C.G.£ I,J,K,L I;J.K,I I pig 74 X SO S/6 C. C.O.E I,J.K,L G,MJ,J.K,L J2 I o 1/• % a L,t.I,J, ,L D33 106 1/4 x 39 J/e I B.C.C:E I B.^.D.£ I,J.K.L .I i,Jx,L s 1 1/4 X 50 '�! B.C.C.- 14.a-.C.^.E.F I,J.K,L J.K..L T222 I x o "I U,� I o.-. .L I,J I.J T23 I I I I X 38 3/5 B.C.0 A,...0 r.F 1.J,K,L I,J.K,L T A III X SO 5/6 B.C.O.: A.=.C.O.E.F I,J,K.L I.J K,L MZ % .L.u.L a. .L.L I,J.K.L I,I K.L M3 120 X 32' 3/3 B.C.C., "I. A.: C.O.E.F I,J.K,L I 1,JK.L M4 120 X 0 /6 C.M,I,J A;B.C.E.F A=,C.D.E.f G. K.L I.J K 6020 72 X 24 .' .0 I,J . 6030 72 x 36 I C.0 3.C.D.E LJ I.J.K.L 6040 7 X a C.0 B.C,D.E I,J.K.L I.J.K,L 0 84 X 24 LJ 7030 84 X 36 I B.C.D.E I B.C.O.E LJ.K,L 7040 l 4! B.C.C.£ B.C.D.E I.J.K.L I,J.K.L —8020 96 x 24 - - I.: .L 8030 96 X 36 B.C.C.£ ° C.D.E I,J.K,L I.J.K.L 04 IS, X- 4A B.C.2.E A.B.C.OE.F I.J.K; G H.IJ.K L 9020 108 % 24 .0 a.L, .L LJ I.J.K,L . 109 X e.c S.E e.c.D.E I,J.K,L J,K.L aO`0 `6 B.C.G.E A.B.C,,^. E.F I.J.K,L Ij K 10020 120 X 24 .': _. .L I,J I,J.K.L 10030 I 120 % 36 8.0 :.£ I A.B.C.O.E.f I,J.K.L I.J.K.L 10040 120 % a8 B.C.C.E. A -,C,O.E.F I,J.K,L LJ,K.L NOT, S: . 1) SHIM AS REO'D. AT EACmi INSTA-LATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE Of SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE ATTACHED TO THE SuBSTRA"E WITH VULKEM 116 ADHESIVE CAULK OR A=?ROVED EOUAL. H S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SSAL AROUND EXTERIOR — I OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE' IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY �USTED WITH NEXT LARGER SIZE. FOR TH.E APPROPRIATE DESIGN PRESSURE RM0. .J B .7) GLASS THICKNESS MAY VARY PER THE REOuIREMEN'S OF ASTM £1300 GLASS CHARTS. -8) LETTER CESIGNATIONS ON THE TAPCON LOCATION C: ART INOICATE WHERE TAPCON ANCHORS ARE TO BE INSTAL'=D WHEN USING THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r.OLES %OT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED W-y 19 STREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBECImTNT INT. WOOL BUCK. 10) APPLICATION OF VULKEV IIC A_HESIv, CAULK AT =SAME SILL MUST COMPLY WITH SEALAN MANUF-CTUPEP'S RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED I% MASCNRY OPENIN'v WITH A STRUCTUAL TWO BY BUCK. USE !'O SCREW` OF SUFFICIENT :ENGTH TO ACHIEVE 1-3/$' MIN. EMBEDMENT AT A•_ IN:7ALLATION FAT ENER LOCATIONS. 2 12002 NN Er�l.E7RING. INC.. 2. PKVY_ 3•:ITE 25U. MEA"=3V, f_-=;CA 1-746 PMOfC 407 601•0265 FAX 40, SHEATHING CAULK BETWEEN BY OTHCRS WINDOW FIN I' SHEATHNG INSTALLATION ANCHOR 09 SCREV STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTE 7) " fA 1, MIN. TVO BY WOOD BEDM£NTi_ BY OTHERS I/4' MAX. SHIM SPACE SHIM AS REO'D. (SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOW HEIGHT WINDOW HEIGHT WINDOW WIDTH 21 D.C. IIMAX. (TYP.) r —WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS REO'D. (SEE NOTES) 1/4• M, %. SHIM SPACE CAULK BETWEEN v1MEOW FIN 6 SHEATHING — r GLAZING (TTP.)J PERIMETER ' .H I (SEE NOTE 7) - CAULK EATHING E SPACE ACE BY GTMERS BY OTHERS SPACE ANCHORS FIN TYPE WINDOW STUCCO G?. (TYP) FRAME JAMB SIDING BY INSTALLATION OTHERS ANCHOR 43 SCREW B SECTION B-B 24• O.C. • 6 (- FIN TYPE MAX. (TYPJ ��CTYPJ WINDOW FRAME SILL 6' MAX. (TYP.) ELEVATION v1EwED ROM XTERIO.R MARBLE SILL STOOL BY ,�p- �-� OTHERS SAE 4 : "' i.i'�. i5/i .4 N4) S PERIMETER 1,� �Tp7� �+. ��-- AJ �' T) SHIM AS REO'0. ADJACENT TO.EACH IN$TAL'1,TION atiCHC?. MAX. ALLOWABLE SHIM STACK TO CAULK i �J� •Ii.•i.. 'T CJ::•- ~are"+ i 11 AA " a BE OW . By OTHERS , CtAA.A,.Z'., a 2) WINDOW FRAME MATERIAL; ALUMINUM ALLOT 6063. 60RI04 E UDcR� _ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1' - — — INTO WOOD FRAME MEMBER. N• a. sill-, • , :. fi 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN A' HEAD. SILL & JAMBS. r4" — "•�� ?f _ 5) USE SILICONIZED ACRYLIC CAULKFORPER:METER SEAL AROUND EXTERIOR OF wIN00w FRAME. �TT - �._.�.. _ L-1/a• SHIM '� --�-' 6) G(L5$ THICKNESS MAY WART PER THE RE:vIRENENri Cc ASiM E1300 GUS$ CHARTS.. INSTALLATION $PACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN ANCHOR t8 SCREv PRESSURE CAPACITY OF IN$TµLATIONS. WTM ANCHCR S=.6NC AS STATED, IS 70.0 PSF FOR STUCCO OR ALL AVAILABLE SIZES UP TO 73' X 71' M:x. SI OTH 8r II SHIM AS REO'D. OTHERS (SEE NOTES) e CAULK BETvEEN WINDOW FIN J ,.MIN. REV DESCRIPTION DATE INI - INTERNATIONAL. t SHEATHING SHEATHING EMBEDMENT TWO „ER°°° - FLORIDA EXTRUDERS BY OTHERS SANFORD, FLO TITLE:INSTALLAT ON DETAIL W/=B SCREWS SECTION A —A I Wna7 cl TnT:.ir C'TNI vrNrnnl.T - 'UPTcc 1 1' MIN EMBEDMENT 212002 S TWO BY WOOD I• MIN. BY OTHERS WINDOW WIDTH SHEATHING iEMSEDHEN- _ CAULK BETWEEN BY OTHERS TWO By WOOD — WINDOW FIN L I - BY OTHERS SHCA HIND INSTALLATION SHIM AS REO'D. —\ ANCHOR as SCP.Ev I (SEE NOTES) STUCCO OR 1/4' MAX. SIDING BY SHIM SPACE OTHERS I PERIMETER CAULKREO'' SHIM AS ES) BY OTHERS FIN TYPE - (SEE NOT WINDOW FRAME HEADER GLAZING (TYP.) (SEE NOTE 7) WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS PERIHETER K j/4' MAX. CAULK BETWEEN SHIM SPACE WINDOW FIN - L SHEATHING I' MIN. EMBEDMENT _i GLAZING OTYPp —' SHEATHING (SEE NOTE 7) VINDOW WIDTH By OTHERS Q4' O.C. FIN TYPE WIND" PERIMETER CAULK F•...— FRAME Jana BY OTHERS INSTALLATIONec„ - WINDOW HEIGHT BY OTHCA;3 SECTION A -A STUCCO OR SIDING BY OTHERS - I SECTION B-B EQUALLY SPACE ANCHORS (TYP.) 1) tlS SHIM AS REO'D. ADJACENT TO EACH INSTALIATK)N ANCHOR. 6' MAX. MAX, ALLOWABLE SHIM STACK TO BE 1/4'. 24' O.C. (!YP') 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 6' MAXXTYI ACMIEVE MIN. EMBEDMENT OF I" INTO WOOD FRAME MEMBER. 4) USE SIUGONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. LEF VATION w viEWEO FROM XTERIOf2 5) USE SIUCON2ED ACRYLIC CaUUc FOR PEMETER SEAL AROUND EXTERIOR OF NDOw FRAME. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. 7) INSTALL INSTALL -ION FAT A r' j` 1 S+ ENERS At 6" MAX. FROM CORNER$ a = . .�k Tom,. �.:ia. A.••J.brs AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF 7 11FF��-- u^� INSTALLATIONS WIT.+ ANCr OR SPACING AS STATED. IS 70.0 PSF I. FOR ALL AVAILA?LE SIZES UP TO 119' X 49 5/8" u:.x. REV DESCRIPTION DATE TNI FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD. FLORIDA TITLE: INSTALLATION DETA'.L W/ # a SCREWS HORZ. SLIDING FIN WINDOW xOx CONFIGURATION- SERIES 1000 f DFAWN BY: BB APPROVED BY: I JDATE:12/17/01 SCALE: N. T. S. DWG.: FLEX0029 PREPARED Dr. PRODUCT t APP:ICATION ENGINEERING. INC., 250 INTERNATIONAL PKVT., SL;ITE 250. NEAIH43W, rARIDA 32146 PHONE 407 805-0365 EAX 407 805-0)66 CONCRETE OR CAULK BETWEEN WOOD MASONRY OPENING BUCK t MAS'Y. OPENING BY OTHERS BY OTHERS ONE BY WOOD _ BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE FLANGE a WOOD B I I# I STUCCO -I BY OTHERS � PERIMETER CAULK W.H. BY OTHERS (WINDOW HEIGHT) (SEESNOTES) PERIMETER CAULK BY OTHERS Q ONE BY WOOD CONCRETE OR MASONRY OPENING ,-INSTALLATION ANCHOR BUCK B7 CTHER$ BY OTHERS 3/15' DIA. TAPCON B.V. INI/4' MIN (BUCK WIDTH) I i 0[Dxixr 1/4• SHIM D 1.1/4' MIN. FLANGE TYPE SPACE MAX. I EMBEDMENT WINDOW FRAME SHIM AS REO'D. p JAMB (SEE NOTES) INSTALLATION ANCHOR, 3/16' DIA. TAPCON 1/4• SHIM SPACE MAX. RIGID VINYL GLAZING BEAD GLASS (TYP.) <SEE NOTES) i k:�--II r O _ SHIM AS QED'D. I. (SEE NOTES) CAULK BETWEEN B.H. WINDOW FLANGE (BUCK L WOOD BUCK O FLANGE TYPE HEIGHT) WINDOW FRAME HEADER PERIMETER RIGID VINYL GLAZING BEAD (TYPJ FLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN WINDOW FLANGE _ J/ a - L PRECAST SILL V/VULKEM 116 PRECAST SILL ISECTION A -A ADHESIVE CAULK BY OTHERS OR APROVED COL. Ww/ W.W. A B C D E. .H.t— / I B A- ] ELEVATION vIEwED FROM EXTERIOR CAULK STUCCO BY OTHERS BY OTHERS (WINDOW WIDTH) CAULK BETWEEN WOOD BUCK L SECTION B—B MASIY.OPENING NOTES.. BY OTHERS 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 6: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SItICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE P:OUtREMENTS OF ASTM E1300 GLASS CHARTS. - 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT LT".. TO'PRO'ADE MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. IC) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENDA7:ONS. 11) ONE ADDITIONAL FIELD DRILLED $ INSTALLED ANCMOF. IS REO'D. IN EACH JAMB ON THE FOLLOWING SIZES: "D25• (73 x 62). "D26' (73 x: 71).-56M60N" (65 X 71). & "60M60M' (71 .x7T). PUCE ANCHOR EETWEEN ANCHORS •C AND I_ _ AND BETWEEN ANCHORS H AND J OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. USE /t0 SCREWS OF SUFFICIENT LENGTH T0. ACHIEVE 1-3/8- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE L111 ADD A ?10 SCREW H ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. '. 4�1• F. V VI j MAlYIJE�AC'&'djfl3 Alk3 FRE PREPAREC if. PRODV:1 L APPLICATION V CALL TIP TO LV A:IWIN> Iry n nW LW•+`.1111 �O 1.,,�� _ SIZE TIP I Psr TO 6psr TO zoav' TO J .SF i0 J Psr I TO 0Psr TO aocr r 7^4 t - 7 c IM2 26 1/2 X 26 C C C O.H G.M• G.M IH3 26 1/2 x 38 3/8 C C C 0.M G M -GM IH4 26 t/2 x 50 6/a C C C GM G.M G.H•LJ t H45 26 1/2 x 56 1/4 C C C GM G.H GMLJ IH5 26,1/2 X 63 C C C G.H G.MLJ GMLJ I H6 26 1/2 x 72 C C C O.H GMJ.J G H,I.J 22 37 X 26 1. G M .H M 23 37 x 38 3/8 C C C GM G.H G.M 24 X 37 50 5/a C C C ( G.M C.M.%J GMLJ ^AS 37 x 56 1/. C C C O,H G.MJ.J C.".'.J 25 37 X 63 C C C G,H G.H .1J C.r.0 26 37 X 72 C C C G.MI.J C.H.I.J E•F•G.M•1.J lJ I/8 x o L -: I. IL n . NM 53 1/8 x 36 3/8 C B.0 B.0 G.M GM C.M.I.J 53 1/a X 50 5/8 C 8.0 C G.H G.H!,J GMLJ 7A$ 553 1/s X 56 1/4 C B,C B.c G.H.I.J GM.I.J E.F.GxLS3 I/s x 63 C B.0 'E.0 ^.H,I.J GM.LJ EF.G.HI.J 3 t 5 x 7) C E.0 S.0 GM.I,J E.F,G.H.I,J E,FG.m.0 C23 74 X 38 3/8 S.0 B C A.B.C,O G M C.HJ.J GM.LJ 024 74 X 50 5/8 SIX 8.0 'A =.C.D O,FII.J G.MJ.J E.F.G.H.LJ 0245 74 x 56 l/4 B,C B.0 A.:.C.0 CH. E.F,G,M,I.J E.F.GM.LJ D25 74 x 63 8.0 B.0 A.9.C.0 G.H,I,J E.F,G M,I,J E.F:J,HI,J• 74 x 72 B.0 B.0 I A?C.0 GMLJ I E.F.G.nI.J E.F.G.H.u- 20N20M 4 X 2a I M .20u3JM 24 X 36 C C C GM G.H G.H 20M40M 24 X 48. C C C G.H G.H G.H 20M46N 24 X 54 C C C I G,H GM O.H.I•J 20.50m 24 x 60 C C C G,H C,H G,H,I,J I .M M 4 X 7 C C C C M. GMI.J ..H I J 30N20M 36 x 24 .H M .H 3OM30M 36 X 36 C C C G,M G.H .)C.M 3OM40M 3E X A-'C C C G.H G.H,I,J GM,I•J 3OM46M 36 X 54 C C C G.H G.H.I,J C.H,I.J 3OM50M 36 X 60 C C C G.H G,HJ.J. O,M.I,J 3OM60M 36 X 72 C C C G.HI,J G.HI.J E.F,G.H.I.J 4 M M AOM3oM 48 X 36 C C .0 G.H G.M G.H,I,J 40U40M 48 X 48 C C .0 1- G.H C,MJ.J 0.H,LJ 4OM46M 48 x 54 C C I .0 G.H G,MJ.J GMLJ 40MSOM 48 X 60 C C .0 C,H,I.J G.H,I.J EF.G,H.LJ 40M60M 49 % 72 C C .0 G.H,I,J E.F G.M,I,J F G H 1 46M2OM(r.M 54 X 24 L c O.L G.m 463430M 54 X 38 C 8.0 3.0 G:H G.M •46M4OM 54 X 48 C S.c B.0 C,H G.HJ.J G.H,LJ 46M46M 54 x 54 C B.0 B.0 C,H,I.J G,H,I.J E.F,G.H•I.J 46M5OM 54 % 60 C B.C. 8.0 G.M.I.J GMJ.J E,F,G.H,I,J 46.60V 54 'x 72 C BC =.0 GHIJ • FGHI c H c OM20M 60 X 24 c B,C o. GM M GG.n SCM30M 60 x 36 C B.cc 9.0 G M I G.M GMLJ SOM40M 60 X 48 C SC J G B.0 G.M C.MI•.H,I,J 50u46M 6C x 54 C - B,C 9.0 G.M.LJ G.H.LJ E.F.GM.LJ 5OM5OM 60 x 60 C 8.0 E.0 G.H.I.J GMJ.J E.F.G.n,LJ 50u60M 60 % 72 C 8.0 B.0 G.H.I,J E.F.G.MI., {.f.GMLJ N M Po '. .� A,a.C.O G.H G,H G.H„,J 56M3OM 6d X 36 B._ S.0 56M40M 66 x 48 F:; E.0 A.t:.C.O G.H G.HJ.J G.HI,J 56uA6u 66 X 54 E.^ S.0 A?-.C.= G.H.1 GMLJ E.FG.H.LJ 561,150M 66 X 60 E.0 BC A.B,C.0 G,H,I•J E.FCMI.J E.F•G.H,I.J °•6N60N 66 x 72 c ^ A.B,G: G.HI.J E.F.G.H,u E.F.G.M,LJ• Gm 6C 6000M 72 X 36 B c B C A.R.C.] G.H G.H GMLJ 6GM40M 72 x AS S.0 8 c A.S.C.: G.H GMI.J G.H.I.J E06146M 72 x 54 2C S.r A.2.C,: G.MI.J G,H,I,J E.F.G.HI.J 6OM50M 72 x 60 'c C 8 C A.B,C.D G.H,I,J I E.F.G.M,I,J E.F,9M•I.J u6"M 72 x 72 ° C B.0 A.B.C. G.H,I,J . f F•G.H,I,J E F G HI J' *ADD: IONAL ANCHORS RE^4'D. S=E NOTE 11 ATIONAL, INC. FLORIDA EXTRUDERS I SANFo D, FLORIDA TITLE: INSTALLATION DETAIL w/ TAPCONS HORZ. SLIDING FLANH WINDOW - SERIES 1000 DRAWN BY:BB APPROVED BY: 4,, DATE:1 0/23/01 SCALE: N T S DWG.: FLEX0020 :Ly.NG. I.C., 25D I.il—'!LI+K —1...:—L C . NL"- ". r -+. j" o r—,.c — •++ _.. .--- -- y U CAULK BETWEEN B.V. 1-I/4' MIN CM3EDMENT ONE By WOOD CONCRETE OR WOOD BUCK 6 (BUCK WIDTH) ' BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS BYOTHERS ONE BY WOOD 3/16' DIA. TAPCON D r BUCK BY OTHERS CAULK BETWEEN STU O VINDOV FLANGE 6 WOOD BUCK jj MIN. SHIM AS REO'D. By THERS EMBED A EMBEDMENT 1/4' MAX. I RIGID VINYL (SEE MOTES) r I GLAZING BEAD INSTALLATION ANCHOR TAPCON (TYP.) — / 3/I6' DIA. I h Stu[CD J BY OTHERS SHIM AS REO'D, 1/y MAX. 'GLASS (SEE NOTES) (TYPJ(SEE NOTES) PERIMETER CAULK BY OTHERS FLANGE TYPE FLANGE TYPE WINDOW FRAME WINDOW FRAME JAMB CAULK BETWEEN v HEADER WINDOW FLANGE PERIMETER RIGtD VINYL t WOOD BUCK CAULK GLAZING BEAD BY O HEMS y (TYP.) GLASS V.V. VI DOW (TYP.) (SEE NOTES) (WINDOW WIDTH) I +EIGHT) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAS'Y. OPENING FLANGE 6 PRECAST SILL BY OTHERS V/ VULKEM 116 ADHESIVE SECTION B-B CAULK. OR APRV'D. EOL. FLANGE TYPE CONCRETE OR - PERIMETER CAULK WINDOW FRAME SILL MASONRY OPENING BY OTHERS ' BY OTHERS If 9 W.W. Cr+ PRECAST SILL e a BY OTHERS A ~ B C CI* E SECTION A -A Sn I 11) M AS REO'D. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM STACK To BE 1/4'. D 6063. E 2) vnNDOW FRAME MATERIAL ALUMINUM ALLOY 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. ^+r 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD B K B 0 J & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTWA E WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL %j Ac-.1 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. C EXTERIOR OF WINDOW FLANGE. r- 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE G C, NEXT LARGER SIZE. FOR THE r� ANCHOR TUANTITY USTED WITH APPROPRLATE DESIGN PRESSURE REO•D. THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM / ro! 7) GLASS E1300 GLASS CHARTS. GPI ^+r Q) LETTER DESIGNATIONS ON THE TAPCON LOCH?ION CHART INOICA TEE H I f O TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF I Av TO 7OPSF 30.sF TO 40W 4 ',IS, TO 7�.SF SIZE SIZE 12 1a 1/3 x 25 8 8 F,G F,0 13 1L 1/1 X. 37 3/8 B B F,G F.G 14 18 1/9 X.49 5/8 B 8 F.G FC 145 to 1/a X 55 1/4 - B e F.G F.G - 15 18 1/3 x 62 8 e. F.G f.G 16 16 1/8 x 71 B 8 F,G F.G.HJ 17 18 1 x 3 a i0 F6,J•K 1H2 25 1/2 x 25 B - 8 1H3 25 1/2 X 37 3/3 B 8 F,G F,G . 1M4 25 1/2 X 49 5/a 8 B F,0 F.G.H., 1.45 25 1/2 X 55 1/4 e e F.0 .F.c.hJ IH5 25 1/2 x 62 8 B F,G F,G.HJ 1H6 25 t/2 x 71 B B F.G F.C,Mi 1H7 25 1/2 x $3, B B F,G.J•K F,CJ.4 50 1/2 . 26 29 1/2 X 25 B 1• F,G F.G 30 1/2 , )a 3/8 29 1/2 X 37 3/5 49 S/8 8 Q B F,C F,C.H.J 3a 1/2 , 50 S/e 29 1/2 X B B F.G F,C. j 30 1/2 . 56 1/4 29 1/2 X 55 1/4 62 B B F.G F,G•H I 30 t/2 63 30 1/2 . 72 29 1/2 X 29 1/2 x 71 . B 8 F,G,H,1 F,G.M.1 30 1 2. 8A - 29 1/2 X 83 B B F,C.J,K F,G.J.K 23 36 X 25 36 X 37.3/5 B B F.G F.G 24 36 : 49 S/a B B B B F.G F.G F.C.H. I F.G 245 25 36 X 55 1/4 36 X 62 B B F,G,H,1 ,h.1 F,C.HJ 26 36 X 71 8 6 F,G.H,I O.E.F.G1:., 7 36 X 83 8 B F,G,J.K 4 X 41 X 25 B B F,G F.G,HJ 42 . 3e 3/8 41 X 37 3/6 B 8 F.G F,6.HJ 42 . 50 6/a 42 . $6 1/4 41 X 49 5/8 41 X 55 1/4 B B F•G,H.j F•C.HJ 42 , 63 41 x 62 B 8 F.G•H.1 O.E.F,GJ'J 42 . 72 41 x 71 B 6 F,G.M,I O.E.F,G rU 4 A 41 X 83 a F.c J.K F.c.H.I.J.K 48 , 26 47 z 25 B B A,C A,C F.G F.G.HJ 4a . 38 3/3 47 x 31 3/a S/a 8 A,C F.G F.C.HJ 48. 50 5/3 4a . 56 1/4 47 X !9 47 X 55 1/4 B A,C F,G,H.I F•C.HJ 48 X 63 47 7, F,G.H,1 48 . 72 x B A.0 F,G.HJ A8 SA 47x 83 F 32 52 1/5 X 25 B A.0 F.G F.G F.C.Y I 33 34 52 1/8 X 37 3/8 52 1/8 x 9 5/8 B -B AlcF.G A,C F,C,H,j . F.G.H., 345 52 1/1 x 55 1/4 8 AC F,G.H,1 D.E.F,G y.j 35 52 1/a X 62 B A,C F,C,H,1 D.E.F,G.H,1 36 52 t/a x 71 B A,C F.C,H,1 D.E.F,G!1! . 37 1 52 1/8 x 63 B A C F,G.J.K D.E•F•C.J.!( J.K • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHIN USING H EXTERIOR ELEVATION AS A KEY. CJ h FLORIDA EXTRUDERS INTERNATIONAL. INC 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON SANFORD, FLORIDA ANCHOR SHOULD SE, FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A 10) FLORIDA EXTRUDERS TOOT SERIES SINGLE HUNG IS SHOWNELEVATION PRINT ALSO APPLES TO THE FLORIDA EXTRUDERS 1500 ANDD20 2000 SERIES SINGLE NUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE alto SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT AT V I E W rD FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL SGL, HUNG FLANGE WINDOWS — SERIES 1000 , 1500 2000 DRAWN BY: BB APPROVED BY: DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016 PPEPAREO 8": PROOVCT A APPLICATION G C"ZCRIMG. K4C.. 250 INTER-TK)MAL P.Y.. SO% 250. MCATHROW, FLORIOA 32746 P.,OME 407 805-0365 F.x 107 50-0366 CAULK BETWEEN SHEATHING WINDOW FIN 6 BY OTHERS SHEATHING INSTALLATION ANCHOR 119 WOOD SCREW STUCCO BY OTHERS �11 WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS 11 MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS AMD. .. (SEE NOTES) INSTALLP ION ANCHOR IIB WOOD SCREW STUCCO J By OTHERS CAULKBETWEEN . WINDOW FIN SHEATHING L SHEATHINGBY OTHERS SECTION A -A f V 114' MAX. _1 SHIM S?ACE. FIN TYPE WINDOW FRAME HEADER GLAZING <TYP.) cSEE NOTES) FIN TYPE WINDOW FRAME SI►WRBLE SILL STOOL / By OTHERS —r— WINDOW WIDTH 1/4• MAX. SHIM SPACE SHIN AS REQ'D. TWO BY WOOD g� cSEE NOTSTUD BY OTHERS INT CF 'A,�YJn�� YJNAME 4 1' MIN. f!LS EMBEDMENT jllpslV YJb y (�( r q� � y+ ,,jy. GLAZING <TYF.> Fj)La>u # (SEE NOTES)' .. WINDOW 1 WIDTH I A 24. O.C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS (TY?.) HEIGHT T_— A JL6* )<TYP. MAX. (TYP.) ELEVATION viEwED FROM EXTERIOR SHEATH,NG BY OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAULK I19 WOOD SCREW By CTH.ERS STUCCO By OTHERS SECTION B-B NOTES. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4'_ -- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063:.... . 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD SUCK. 4) USE SIUCON12ED ACRYLIC CAULK BEHIND WINDCW FIN AT MEAD. SILL @ JAM25. - 5) USE SIIICONG:ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNCOW FRAME.' 6) IF EXACT WINDOW SIZE IS NOT. LISTED IN ANCHOR. CHART, USE ANCHOR OUA.NTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY- PER.tHE P.EOUIREMENTS OF ASTM E1300 GLASS CMAnIS. B) FLORIDA EXTRVOER$ 10M SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINOOWS. TWO WOOD BY BY OTHERS REVI DESCRIPTION DATE 1NI FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD. FLORIDA TITLE: INSTALLATIJN :=TAIL W/a8 SCREWS EMBEDMENT SINGE HUNG FIN WINDOu - SERI-S 1000,1500, & 2000 DRAWN BY: B3 APPROVED BY: DATE:12/13/0I ;SCALE:N.T.S DWG.:FLEx0026 SHT 1 OF 2 .nY an<.cu. CONCRETE OR MASONRY OPENING.. BY OtMERS ONE BY VOOD BUCK By OTHERS CAULK BETWEEN W]`DOW WGCD�BUCK ` STUCCO J By OTHERS PERIMETER CAULK BY OTHERS GLASS (TYPJ (SEE NOTES) vx WINDOW yEIGHT) PERIMETER CAULK By OTHERS a A INSTALLATION ANCHCR r 3/16' DIA. TAP /CAULK BETWEEN VGOD BUCK L MAS"Y. OPENING BY OTHERS GLASS IT rP:)" j O 1-1/4' MIN. <SEE NOTES) C EMBEDMENT .i —I ��®AE � J FLANGE TYPE v SHIM AS REO'D. L Q # VINDGv FRAME (SE MAX. }y,9J� CAULK BETWEEN - _ PERI!!iTER (SEE NOTES) V{nDOv FLANGE CAULK L v00N BUCK BY CIMERS CAULK BETWEEN FLANGE TYPE WOOD BUCK l WINDOW FRAME V.V. MA$'Y. OPENING (WINDOW vlNtMl I � BY OTHERS W.W. -� STUCCO EY OTHERS RIDGED VINYL GLAZING BEAD SECTION E—B B.H. l t-- ---+ NOTES HIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4: 11) (BUCK f t 2) wINDOw. FRAME MATERaL: ALUMINUM �.L! Or 8063. HEIGHT) 1 3) 3/16' DIA, TAPCON INSTALLATION ANCHOR S MUST SE Of SUFFICIENT LTM. TO ACHIEVE WIN. EMBEDMENT OF 1-1/4 INTO MAS B ONRY OR CONCRETE. B4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD k JAMBS. SILL MUST BE RIDGED VINYL A -ACHED t0 THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPRO/EQ EGUAL" . RIDGEDG'INYL W.H. 5) USE SIOTHEZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINOOW FLANGE. READ6) IF EXACT WINDOW SIZE IS NOT USTEO IN ANCHOR CHART, USE ANCHOR-OuwTITr LISTED WITH NEXT LARGER 54f, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. - 7) CLASS THICKNESS MAY VARY PER THE REOUIREMEIiS OF ASTM E1300 CLASS CHARTS-. 24' QC. MAX. (TYP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C., IS SCREWS::OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN, EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED': - 9) FLORIDA EXTRUDERS WOO SERIES FIXED WINDOW IS FLANGE TYPE SHOWN. THIS PRINT ALSO APPLIES TO THE WINNOW FRAME 6' MAX. (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 10) SEE BACK OF 7in5 SHT, FOR INSTL'N ENAMOR AT FRAME SILL 1I) APPLICATION OF 1M1)LKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT FACTURER'S RECOMMENDATIONS. B.V. —(BUCK WIDTH) . A --*-' ELEVATION VIEWED FROM EXTERIOR - Q 1 a CAULK BETWEEN ' WINDOW FLANGE ' L PRECAST SILL W/VULKEM 116 _ PRECAST SILL 'ADHESIVE CAULK BY OTHERS _. OR APRV•D. EOL, ..- . SECTION A —A... , _, SHIM AS REO'D. 1/4' MAX. (SEE NOTES) RIDGED VINYL GLAZING BCAD CCNCRETC OR CNeE pr(nT MASCNRY GPENING BY OTHERS D INSTALLATION ANCHOR 3/16' DIA..TAPCON , . v O GNE 9r WOOD v BUCK BY OTHERS MAMA 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A $TRUCTUAL TWO BY WOOD SUCK. USE #10 SCREWS ,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMEEOMENT. 13) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. INTERNATIONAL: INC FLORIDA EXTRUDERS SANFORD,. FLORIDA TITLE`.1NSTALLATiON D:-TAIL u/ ONE BY BUCK FIxED.FLANGE WINDOW — SERIES 1000 & 2000 1 DRAWN BY: RB APPR�EDY:Z 1"2GD2DATE:]0/22/O1 (SCALE:NTS Ex0018 StiEET I 0 2 PREPARED BY:'PRODOCT TECHNOLOGY CORP.. 250 WTERNAt*%AL PKWr. SUITE 250. MEATnROW, FLORIDA SiYa6 PHONE s07 605-0365 FAX a07 :05-:JEB 3 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FiN i SHEATHInC� INSTALLATION ANCHOR 08 SCREV ExiERIOYR OTH ISH BERS PERIMETER / CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —` x8 WOOD SCREW EXTERIOR FINISH BY OTHERS I. MIN. EMBEDMENT V00D FRAMING BY OTHERS � 1�L®1�A B•®'�•F• SHIN AS REO'0.Un ►tAAfiC (SEENor-_s) ��. � �nT.z,A�•.�"�"„'__ N1�1r=IuS �I W rl 0 1/4• MAX; i # }pp SHIM SPACE X S/TER jyOYB, GLAZING (SEE NOTE 61 "-- GLAZING (SEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN j I'MIN. I ..WINDOW FIN EMBEDMENT 6 SHEATHING SHEATHING BY OTHERS SECTION A- BUCK HEIGHT FIN TYPE WINDOW FRAME —SHIM AS REO'D. 1/4' MAX. (SEE NOTES) WOOD FRAMING BUCK BY OTHERS VI HE EXTERIOR FIN TYPE, WINDOW FRAME WINDOW WIDTH A (DOW ,GMT B A --%-J ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH II� SHIM MAX. SHIM MAX. SPACE WOOD FRAMING VBY OTHERS SHEATHING 3r OTHERS INSTALLATIDN ANCHORCHORCHDR #E SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B-B EXTERIOR FINISH PERIMETER BY OTHERS CAULK BY OTHERS NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2).WINCOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST SE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1- INTO- WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE --+ WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO '. THE FLORIDA EXTRUDERS -1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24' O.C.DESIGN PRESSURE CAPACITY OF INSTALLATIONS. VATH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71- OR 63' X 95' OR 119' X 37-3/8' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US:NG ALUMINUM TUBE MULLION. SEE MULLION . INSTALLATION SHEETS. FOR RECIREMENTS, vW t LVtC11JA Lrll TITLE: INSTALLATION FIXED FIN WI • ? DRAWN BY: BB DATE:1 / 13/02 ISCAU PREPARED BY: PRODUCT TECHNOLOGYCORP.. 250 INTNA ERNATIOL PKWY. Sit 250. LAXE MART, :2746 PHONE 407 605-0065 FAX 4 7 /0 CAULK B£TWEEN CAULK BETWEEN WINDOW WOOD DYCK L FLANGE L WOOD BUCK MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS EXTE<.FINISH By OTHEE RS ' PERIMETER CAULK IT OTHERS WINDOW FRAME HEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME —� SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH ---�\ BY OTMERS CAULK BETWEEN WINDOW FLANGE L YOGI, BUCK CAULK BETWEEN - WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS NNt Ti': 1) SHIM AS REVO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAf.IE MA.i£RIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16' CIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO 3/16' DIA. TAPCON ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS 6: 24 0. C. MAX. ALL FACTORY APPLIED HOLES NOT 'DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /6 _�. SCREWS OF SUFFICIENi LTH. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD d BUCK. 4) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY i-1/i" MIN. BUCK. USE 110 SCREWS DF SUFFICIENT LENGTH TO ACHIEVE 1-3/?-MIN. Q EMBEDMENT -EMBEDMENT AT SAME SPACING STATED IN NOTE 3. - 1 5) USE StUCONGED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD. SILL JAMBS. r 1/4" MAX. 6) USE SIUCONCED ACRYLIC CAULK FOR PERIMETERSEALAROUND EXTERIOR OF ' SHIM SPACE WINDOW FLAN.H. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENiS OF ASTM E1300 GlAS$. --j- CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. I a) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY STRENGTH TO AOEOUATELY ` { OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORlOAL EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. SHIM p$ REO'D 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF (SEE NOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. TIeIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS_ 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION - SEE MULLION INSTALLATION SHEETS FOR REGUIREM_NTS. SHIM AS REC'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) 1-I/4• MIN, EMBEDMENT 1/4' MAX. —� SHIM SPACE ONE BY WOOD BUCK BY OTHERS Q INSTALLAT12N ANCHOR 3/16' D?A. TAPCON - PERIMETER CAULK BY OTHERS / EXTERIOR FINISH J BY OTHERS - WINDOW WIDTH CAULK BETWEEN WDGD BUCK I. MAS'Y OPENING Br CTMERS -. C ?�I I CAULK BETWEEN VINDOW FLANGE L WOOD BUCK CONCRETC OR MASONRY OPENING BY OTHERS S-FCTICN B—B WINDOW WIDTH' _ - WINDOW WIDTH YnoTH A A GLAZING (T YP. SEE. NOTES) INSTALLATION. - ANCHOR D?A. TAPCON - / WINDOW HEICH7 ///—SHIM AS REO'D' (SLf NOTES) O CONCRETE OR MASONRY. BY OTHERS SECTION A —A 1 A L 1/4-MAX. FXT'ERIOR ELEVATION SHIM SPACE ® & X. . A EXTERIOR ELEVATION ' L HEiCM B B Q 4:Ia"`� FLC�� .�• C INTERNATIONAL I C 1_1/4" MIN. FLORIDA EXTRUDER... SANFORD, FLORIDA EMBEDMENT ONE By WOOD M (�A i TITLE FLANGE INSTALLATION DETAIL CONCEcTE HEADER V/1 BY P_CK BUCK BY OTHERS 1 ^ ,�'.p.... DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES r DRAWN BY: BB APPROVED BY: J Ii t� i DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 Ii1CIYC]lT. h-}Kt tCtrwlOGr ('JN. i]1 MT(RUTCTy RM. F..^.0 i!]. KITnCv, /�RItM ]$]�f wdK M) C]-OY! Cu �]] L".-�C ONE BY BUCK ' INSTALLATION ANC -OR co SCREW I 1-3/6" MIN. EuBEOuEnT BUCK 1/4' MAX. By OTHERS f— WIDTH SHIM SPACE BUILD DOWN CAUL-K BETWEEN CAULK BEt VEEN VINrC.1 BY OTHERS TWO BY BUCK FLANGE t S LATHING PPL (ALSO AIES N TES TWO BY FRAMING —� 6.CD<RETE TO SILL) 1) SHw AS PEO'0. AT EAC. INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS \ BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4-• By OTHERS MIN. 2) WINDOW FRAME MA:'ERaL' ALUMINUM ALLOY 6063. 3) TAPCON INSTALLATION ANC:iCRS AT SILL MLST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS PEC•D I III rj_3/6" EMBEDMENT MIN. EMBEDMENT OF 1-1/INTO MASONRY OP. CONCRETE. 110 INSTALLATION 1-1/4-SCREWS (SEE NOTES) 1NE iALIA SON ANCHCR 1 AT HEAD h JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6_ - co SCRE'= MIN. EMBEDMENT INTO WOOD FRAMING AND 3UILO DOWN WHERE REOUIR£D. - EXTERIOR FINISH INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS A 2A IN, Q BY OTHERS O.C. MAX, WINDOW FRAME CAULK BETWEEN A) USE SILICONIM ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. JAMB WINDOW FLANGE 5). USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF \� t V^DD BUCK lilt WINDOW FLANGE. CLASS GLAZING (TYP. SEE NOTES) \ I/A• MAX. 6) GLASS THICKNESS MAY VARY PER TEE REOUIREMENTS OF ASTM C1300 QUALIFIED.- Q SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASSIS ALSO 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY a I ` OTHERS. BUILD DOWN MUST 2E OF SUFFICIENT STRENGTH TO AuEOUATELY Ti.A SFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER wINC'Ow SHOWN. THIS PRINT ALSO - APPLIES TO FLORIDA EXTPUDERS 1750 SERIES & 2000 SERIES. CONCRETE OR PER'H£iER CAUL v, o 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF nASONRr OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK BY CTHCRS SHIM AS PE0'D. CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. 3 2000 BY OTHERS (SEE NOtES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINOOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH VINCOV FRAME MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. HEAD CXTERIF;R FINISH, pp B -p BY DTHERS W NDOW HEIGHT EXTERIOR VINDOV FRAM_ SILL PERIMETER CA,'LK BY OTHERS Ex'ERiOR FINISH _�� BY OTHERS GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) BUCK HEIGHT SHIM s:=_E EXTERIOR ELEVATION CAULK BIT vEEN d WINDC'4 rLANGE :::� 1 t ONE sY WOOD / (''��+7�Tr{� D BUCK e \` L1-t/i Mv.Lta!`I1RAL FL©MA MALE' ' . EMBEOMEnY I •' CAULK BETVEEN v000 B•.CK tYAIeiACI'[J�3 Nam: MASOM.' -uPENING ONE BY WOOD ^ BY OTHERS BUCK' BY OTHERS CONCRET"CR SECTION AAA 'QHER ryX MASDNRI INSTA-LATION ANC _ BY.OTHERS 3i16' 'IA. IAPCO? .rsctT®® W(NO,Iw WIDTH WINDOW A. EXTERIC ELEVATION ii I, YIN �;1/(' MAX. 42 INSTALLATION Cx5ECMENT I LUM SPACE ANCHOR SCREW (TrP.) CAULK BEHIND FIN TWO By FRAMING <HEaTHiNG SHIM AS REO'D. By OTHERS BT CTHERS TWO BY BUILD (SE- NOTES) DOWN BT OTHERS CAULK BEHIND FIN ' FIN FRAME JAMB AS INSTALLATIDN I SH, AS REO'D. NOTES (TIP:) ( (D 1) SHIM AS REO'0. ACJACENI ANCHOR SCREW SEE NOTE TO EACH INSTALLATION ANCHOR WITH LOAD BEARING S SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. GLAZIN95 (TYP.j 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) 1/4' MAIL 3) USE SILICONIZED ACRYLIC CAULK, BEHIND WINDOW F.N AT MEAD, SILL h JAMBS. �- 1' KUl !n SPACE 4) V SILK:ONQ£D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of C� EYBCOCM7 WININ DOW FRAMc. CLASS THICKNESS MAY WaRY PER THE REO'ATING NT$ OF ASTu E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFlED. $MEATHIN'j. 6) SCREW ANCHORS AT HEAD, SILL k JAMBS SHOULD BE 18 SCREWS OF SUFFICIENT Br CTMERS EXTERIOR FINISH I LTH. TO PROACE miN. 1 IN. MIN.,EIABEDA/ENT INTO WOOD FRAME. PLACE 18 SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX.. EXTERIOR BY -OTHERS a 7) BUILD DOWN AROUND CURVED PRTION OF Ynu0Ow FRAME TO BE ENGINEERED BY EXTE?I➢R FiNiSH OTHERS. BUILD DOWN MUST BE OF SUFACR:NT STRENGTH TO ADEOuATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. . PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, THIS PRINT ALSO BY OTHERS - APPLIES TO FLORIpA EXTRUDERS 1750 SERIES &.2000 SERIES. PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFiGuRATIONS, IT IS NOT INTENDED TO LIMIT USE OF �'-�M0.w VIDTM-+' BY. OTMCRS THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN.FRAME MEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. E( 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SLCTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION, SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING (TYP. SEE NOTES) _ EXTERIOR PERIMETER CA;ILK BY OTHERS EXTERIOR FINISH--' BY OTHERS #8 INSTALLATION -" ANCHOR SCREV, (TYPJ SKATHING BY OTHERS 'FIN FRAME SILL SHIM AS RED'D. 1(SEE NOTES) II �I (� V(' Mai SNiY SPACE EXTERIOR ELEVATION TWO BY FRAMING BY OTHERS CAULK BEHIND FIN .�., , 7 . "�)`�. Y'>•+"" .. I' MI1( I Vim„ ' tiT��ii�` ` `e'� C. � i SECTION A -A y F� # �. 2 2002 )w IT `EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. O, OIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 mlws I, M i(O+NLOA, ('.M. - Mt(—C— lvt. 941( M. K.f•q. I'M. .- — Y) --s — M1 -- CONCRETE OR SHIM AS RE-C-D MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE L WOOD BUCK CAULK BETWEL PERIMEtr-R iy WOOD BUCK b MAS'Y. OPENING CALL; Br OTHERS OTHERS STUCCO {�1 BY- OTHER o � !I -INSTALLATION ANCHOR 3/16' DIA TAPCON INSTALLATION ANCHOR Ra SCREW (TYP. WHERE ONE BY WOOD T AP_ONS Air- NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT - .SLIDING GLASS DOOR FRAME r 1/4MAX. JAMB G ' 1 SHIM. SPACE INSTALLATION ANCHOR BS SCREW (TYP. WHERE t TAPCONS ARE NOT Ri,OTD.) { SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS I .. DJOR FRAME .. SILL?i D EMBEDMENT A 1_1/4• M'N. d A D A D _ LIBERALLY APPLY. CAULKING UNDER SILL OR SET Sitt IN BED - INSTALLATION ANCHOR OF CONCRETE 3/16' C. iAPCGN SECTION A -A " r p ., ZOO . T TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS -�-- S.G.D. WIDTH —�•��— 1/4' MAX. SHIM SPACE BEHI j CONCRETE OR 1 1/4' MIN. MASONRY OPENING EMBEDMENT BY OTHERS j ONE BY WOOD - `INSTALLATION ANCHOR BUCK BY OTHERS 7 CAULK BETWEEN WOOD BUCK b-' ' 3/16' DNA, iAPCON ' MAS'Y. ,GPENING BY OTHERS \ 1�1'loo Q CAULK-BETvrrN L i -..CAULK BETWEEN SLIDING CLASS DOOR \ IQ WOOD SUCK-b HOOK STRIP HOOK STRIP b; VOOD BUCK �MAS'Y. OPENING C ' II BY OTHERS III SHN AS REO'D. } Q I (SEE NOTES) 1-1/4' MIN EMBEDMENT I 4 INSTALLATIONANCHOR 3/16' DIA. iAPCON Li I 17 CAULK BETWEEN DOOR FLANGE - L- WOOD BUCK. 11* ONE EY WOOD -. BUCK;BYOTHERS CONCRETE OR `— MASONRY OPENING STUCCO BY OTHERS BY OTHERS U CO A 1e� B.O.46.TEMPERED GLASS (TYP.) j N R �AM FACTURER ADQ€ : SLIDING GLASS DOOR __ ��2.�5 INTCRLOCK_ MASTER FILE HOOK STRIP DETAIL Y . A� 1) DOW MATERIAL, ALUMINUM ALLAY 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. CnBGDNKNT OF 1-1/4' INTO MASONRY OR CONCRCTE. ' 3) ALTERNATE 7APCON INSTALLATION ANCHORS TO BACK IN *ALL FRAME'MEMBERS. - - 4) TAPCON ANCHOR.CKART ON BACK OF THIS SHEET. " D DOOR FLANGE AT HEAD L JAMBS - - 3) USE SILICOMZED ACRYLIC CAULK N - 6) USE S CAULK PE AROIM - EDtt ANCHOR HART NCHIM OUAICR TITY . IS 7) IF EXACT DOOR SITE E NOT LISTED IN SIGNOR ENSURE USE ANC)flR OU4r+TiTY.LISTED WITH TExt CT OCER SIZE IS N DESIGN fPA S DOCIRRS REO'D. E AUSE CLOSEST LARGER $1T DOOR SIZES USE CLOSEST 4'PASS DOOR SIZE L CONFIGURATION i0 FINISHED OPENING: 8) FOR POCKET DOOR / / 7APCOIS. IN T VA � NOOK UIR-_ AS SHOVD .. PLAC6.7 FRO - GLASS -THICKNESS MAT VARY PER REfSIGNAED F R ASTH .E1300 GLASS mo BE FACTORY HOT DESIGNS?CD. FOR SHOULD BE FILLED 1iItH R8 StREv>- 3 g ) 10) ALL APPLIED To EMBEDMENT INTO W OF SUFFICIENT LENGTH PROVIDE IN. 3/0' EMBEDHGL INTO WOOD BVCK. II) DOOR / SILL. IS CORNERS ARE USING TEMPERED GLASS In SINGLE GLAZED E N INSULATING GLASS. 12) ARE TO SEALED WITH A SMALL Atni SEAM SEALER. SJAMBHIM ARCO'O.OAT CA. 13) SHIM AS REO'D. At CA. SETOFInSTALLAT�On ANCHORS. MAX ALLQVABLE SHIN STACK tC. HE I/4'. _ IN - 1., ALL INSTALLATION AMEHCRS MUST BE nA3_ Or CORROSION RESISTANT MA?ER1ALS. - IS> "ERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A : CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET EXTERIOR ELEVA-:ON 16) NOT ALL CCNFiGtRAT10NS LISTED ASOVC ARE SHOWN On THIS DRAVING. HOWEVER INSTALLATION SECTIONS 'A-A',-'B-B', L HOOK STRIP Df TAIL APPLY TO INSTALLATION OF ALL APPROVED. , 2 PANEL DOOR SH3WN CONFIGURATIONS. INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UnLCSS NOTED 17) INSTALL -- OTHERWISE ON AMCHCR CHART. SEE BACK OF THIS SHEET. - 10) FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS SHOWN. THIS PR:MT ALSO APPLIES TO - - - 200E SERIES AND 300 SERIES. - - I I I L)AI L: IVI LJ/V1 IzL•/LL I✓ v V- I LL/)W111 --In R, PRODUCT L APPLICATION CKiNCCRING. INC.. M INtERIATIONAL Mt . IUITC Z50. HEATNROV. FLOR:SA. 3274e., 407-EC5-O06S FM .07•OZS-0166 INSTALLATION ANCHOR �— DOOR WIDTH j a 1/4' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE•0'0 R8 SCREW TWO BY WOOD R8 SCREW - (SEE NOTES) 1-1/By OTHERS 8 MIN. $HEAtH1NG TWO By WOOD BY GTHERS I EMBEDMENT CAULK BETWEEN BY OTHERS TWO BY WOOD DOOR FLANGE SLIDING GLASS By OTHERS t SHEATHING DOOR FRAME CAULK BETWEEN JAMB HOOK STRIP t SHEATHING SLIDING GLASS DOOR SMIM AS REO'D.HOOK STRIP V4• MAX. (SEE NOTES) SHIM SPACE �e1TiJ INSTALLATION/ ANCHOR, MIN I-I/8 R8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS - - STUCCO (TYP.) CAULK BETWEEN OR SIDING " DOOR FLANGE By OTHERS t SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS . OTHERS PERIMETER SHEATHING - ' CAULK BY BY OTHERS TEMPERED GLASS Li TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING - GLASS (TYP.) OR SIDING BY :OTHERS -- SY OTHERS SLIDING GLASS DOOR �' r6^^^ A " •:. 5., .. INTERLOCK .._ .. ;t;;,:�..►....._... h ...... _ DOOR " * ` T.,j,�-iC* r?�::t HEIGHT SECTION B-B HOOK STRIP DETAIL `� FOR yDERS _ SLIDING GLASS. DOOR FRAME SILL /1 DOM MATERIAL; ALLPRINUM ALLOY 21 IS INSTALLATION SCREWS MUST BE OF SVfICICNI LENGTH TO ACHIEVE MIN. ENBCDNENi. Or 1-1/0'. INTO WOGD. .TAPCDN_TTK INSTALLAT13N ANCMGRS AT. SILL MUST HE OF SUff(CIENt LENGTH TO MIN. . EMHCDNEN' OF 1-1/4• INTO MASCWRY OR CONCRETE.. 31 INSTALLATION ANCHOR CHART ON BACK Of THIS BEET - 41 USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & 'JAMBS. 5) USE SILICONTZED ACRYLIC CAULK FOR PERINCTER SEAL AROUND. Ex TERIOR Or DOOR. 61 V EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT - LARGER SIZE. FOR THE APPROPRIATE DCSIGN PRCSSURE. REO'D.') _._.._ .. _... _- .. 71. FOR POCKET DOOR SIZES =.CLOSCST BYPASS DOOR. SIZE t CbWIGURA.TION-TO FWISIED OPEww, - PLACE INSTALLATION ANCHORS. IN FRONT Or /C3K STRIP AS SHOVN. - 81 GLASS, THICKNESS My VARY PER REOUIREM£NTS Of ASTM C13M GLASS CHARTS 91 DOOR UNIT li APPROVED USING TEMPERED.GLASS IN SINGLE CA.'AZCD OR INSULATING CLASS. 101 JAMB /'SILL CORNERS ARE TO BE SEAL£D,VITH A SMALL JOINT, SEAM -SEALER. - - a> SHIN AS REO'D. At EA S_T OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. �_ 131' All INSTALLATION ANTS :?$ MUST N MACE C-_PRESON RESISTANT MATERIALS _ 13> vM[IG RA ENS A REPRESENTS HIVING PANEL AND 'O• Ra ON BACK r THIS PANEL APPROVED CONT ALL 3Nr ARE AS LISTED ON ABOVE ANCHOR CHART ON BACK OF RAW) SHEET. t / EXTERIOR, ELEVATION NOT ALL EA-A!.'RATIDN$ LISTED STRIP DE ARE IDLY ON THIS DRAWING: HOWEVERLAP OVE.D LATIDM EMBEDMENT SECTIONS 'A -A•, •H-H' t HOOK StRIP DETAIL APa T TO INSTALLATION Of ALL APPROv[D - ° II G CONfIGURATIONi . A A 1-1/4' MIN. 2 PANEL DOOR SHOWN 151 FLORIDA ExTRUDCRS 1000 SERIES SLIDING GLASS DOOR IS SHOWN, THIS VRINt ALSO APPLIES TO 2000 SERIES. AND 500 SERIES ° REV DESCRIPTION I DATE I INI e1•�•�1 EXTRUDERS LIBERALLY APPLY SILL INSTALLATION ANCHOR FL ❑ 1 \ I D A. CAl1LKLvG UNDER SILL INT. INC SANFORD F.L. OR SET SILL IN BED _.. OF CONCRETE 3/16 DIA. tAPCDN. TITLE: SLIDING. GLASS ; DOOR SECTION A -A INSTALLATTON WITH #.4 SCREWS" DRAWN' BY 38' APPROVED BY: } F 12002 ATE: 12/17/01 SCALE: NTS JDWG QFlEX0027:SH7 1 OF AorA4x0 h PtDOu[T t APALICA1704 (WUNECRIHG. INC.. 253 INTCRMtIDM PXV% SU!TC 250. HCAtHROW, ROR:DA, 32746. "1-05-030 FAX 407-805-U" 1000 P.W✓DESIGNER 1000 P.W✓DESIGNER APPU_ES TO HEAD k SILL WHERE 1' X 4' . SILL (TYPJ SILL (TYP.) AUXILIARY PLATE DETAILt✓ k 2 X 4' TUBE MULLIONS ARE USED -TOR ADDITIONAL ANCHORS. WEN REQUIRED) #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SHEATHING 1XaX1/8. 1X 2X3/8 10 — TUBE MULLION TUBE MULLION 0 0 SEALANT BETWEEN INSTALLATION ANCHOR #8 WOOD WINDOW FLANGES L. SCREW (TYP.) MULLION EXTERNAL MULLION INSTALLATION CLIP . SEALANT BETWEEN \#8 X 3/4 SELF �i8 X 3/4 SELF TWO BY WOOD WINDOW �LI�F'LANGES 1000 SH TAPPING SMS -� SOLO ,S.H. TAPPING SMS BUCK BY OTHERS HEAD (TYP.) HEAD (TYP.) 1000 P.V./DESIGNER WINDOW FinMGEs" SECTION A -A (1.) SECTION -'A —A (2) SILL (TYPJ _ - MULLION - L MULLION - _. - ... APPLIES TO HEAD h SILL WHERE I' X 2' 1000 P.V./DESIGNER 1000.P.W./DESIGNER #8 X 3/4 SELF -k I' X 2 7/1VTUBE MULLIONS ARE USED SILL (TYPJ SILL 1TYPJ . TAPPING SMS AI 2X4 X3/8 #B X 3/4 SELF #8 X 3/4 SELF acArNoc TAPPING SMS TAPPING SMS TUBE MULLION IX27/16X1/8 1 X27/16X 3/ TUBE MULLION TUBE MULLION �� INSTALLATION ANCHOR SEALANT BETWEEN - - - >18 WOOD SCREW WINDOW FLANGE RS!PJ SEALANT BETWEEN L MULLION ; . - _ --a CLIP WINDOW FLANGES L MULLION - L1 1/8' MIN t Hie MOt . .:.. EMBEDMENT,.. #8 X 3/4 SELF ` #8 X 3/4 SELF 1000 S.K TAPPING SMS — 1000 S.H. TAPPING SMS \\ - HEAD (TYP.) HEAD (TYP.)—TAX 3/4 SELF . SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) l000-S.H. TAPPING SMS nFTnn- c� WINDOW FLANGES - - L MULLION - .... HEAD (TYPJ... L� SOLO P.VJDESIGNER `.SEALANT BETWEEN SILL P.W./DESIGNER SECTION A —A (%) / WINDOW FLANGES -A SILL (TYPJ L MULLION SILL (TYP.) #8 X 3/4 SELF #9 X 3/4 SELF ®, V' TAPPING SMS TAPPING SMS 1 X 4.X 1/8 1 X 4 X 3/8 �5 �i'LO W TUBE MULLION ` TUBE MULLIZENTii Jj i° ` v� , r,N cq� IPA INTERNATIONAL. " INC 'F # FLORIDA EXTRUDERS SANFORD• .FLORIDA T=: SER. 1000/1500 FIN SHEET OF 2 TRIPLE`HORIZONTAL MULLION SECTIONS #8 X 3/4 SELF \—#8 X 3/4 SELF i TAPPING SMS `-1000 SI-L �i000 S.M. TAPPING SMS SEE OTHER SIDE (SHEET ..2 'OF 2) FOR HEAD (TYP.) HEAD (TYP.) DESIGN PRESSURE CAPACITIES SECTION A —A (5) �FCT10N A —A (6) :. ` i F• ?I;a� _ DRAWN BY: MSH APPROVED BY.' DATE:2/6/02 I SCAM NTS 7DWG.: 1HMFINTR SEALANT BETWEEN 1000 P.V./DESIGNER TYPICAL MULLION TO CONCRiE O'JAMB VINDGV FLANGES SILL CTYPJ (APPLIES TO JAMB WHERE 1' X 4- DETAI a MULLION 1000 P.V./DESIGNER k 2' X 4' TUBE MULLIONSARE USED) Q SILL CTYPJ #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMSTAPPING SMS CONCRETE OR MASONRY BY OTHERS v nv 1 X 2 X 1/8 - 1 X 2 X 3/8 INSTALLATDON ANCHOR Or! 4OR TAPCSCREW ANCHOR CTYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLION SEALANT BETWEEN ONE BY VOOD INSTALLATION CLIP . . WINDOW FLANGES CENTRAL FLO.�A B.O.A.F. L MULLION BUCK BY OTHERS MANUFA ER NAM: oRiD�3. t✓lriPUDEJF S #8 X 3/4 SELF #8 X 3/4..SELF mAs m FIME # MULLD]M 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT BETWEEN SECTION A —A (1) SECTION A —A (2) VINDGV FLANGES L MULLION 100a P.W./DESIGNER 1000 P.V./DESIGNER SILL P.W./DESIGNER IGNER SILL CTYP.) SILL CTYPJ r SILL CTYPJ a #8 X 3/4 SELF r #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS - 1 X Z 7/16 X 1/8 2.X 4 X 3/8 r TUBE MULLION TUBE MULLION r F� -1 1/4' MIN. I I w� �TUBE MULLIpN EMBEDMENT 11 SEALANT.BETWEEN WINDOW FLANGES SEALANT WINDOW FLANGE E-1 _ L MULLION - a MULLION #8 X 3%4 SELF \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS 1000.SkL. TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT BETWEEN SECTION A —A 13Y SECTION . A (4) WINDOW FLANGES L MULLION 5000 P.W./DESIGNER . SEALANT BETWEEN . 1000 P.G./DESIGNER r SILL CTYPJ WINDOW. FLANGES SILL CTYPJ r #8 X 3/4 SELF a HamLION - #8 X 3/4 SELF TAPPING SMS 1X4X1/8. TAPPING SMS 1 X 4 X 3/8 r J� TUBE MULLION TUBE MULLION _. #8 X 3/4 SELF TAPPING SMS �— 1000 S.FL HEAD CTYPJ F1 FVAT�ON SECTION A —A (Z) VIEWED FROM. EXTERIOR �p #8 X 3/4 SELF #8 X 3/4 SELF TAPPING.SMS 'APPING SMS `- — loco S.M. 1000S.M.S.H e 3 20U - HEAD (TYP.) HEAD (TYP.) SECTION A —A (5) -SECTION ::A —A- (6) INC FLORIDA EXTRUDERS 'SA' 0FMO 0'P A T=;SER. 1000/15001. FLANGE SHEET 1- OF. 2 TRIPLE' HORIZONTAL MULLION SECTIONS SEE OTHER SIDE <SHEET 2. OF 2)'FOR DESIGN. PRESSURE CAPACITIES ROVED BYr DATE:2/6/02 - DRAWN EY: MSH APP SCAIE:N:TS u 1HMFLGTR ' /9 1000 P.V./DESIGNER 1000 P.W./DESIGNER APPLIES TO HEAD do SILL WHERE 1 • X 4' SILL (TYP.) SILL (TYP.) AUXILIARY PLATE 2" X 4' TUBE MULLIONS ARE USED 1 TOR ADDITIONAL ANCHORS: VMEN REDUIRM DETAI C #8 X 3/4 SELF #8 X 3/4 SELF Q TAPPING SMS TAPPING SMS SHEATHING 1 X 2 X 1/8 1 X 2 X 3/8 —10 — TUBE MULLION —� TUBE MULLION — . SEALANT BETWEEN _ r '. -INSTALLATION ANCHOR #8 WOOD _ - WINDOW FLANGES - SCREW (TYPJ L MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD ' SEALANT BETWEEN #8 X 3/4 SELf#8 X 3/4 SE BU K BY OTHERS WINDOW FLANGES TAPX 3/4 M$APPING SMS PJ � • �^ - L MULLION 1000 S.H. 1000 S.H.SH= SEALANT BETWEEN — HEAD (TYPJ () HEAD (TYPJ UaAIC'i'IIP�iVER NA. MULLION . +•�• —'� WINDOW FLANGES SECTION -A-A 1 SECTION A -A (2) _- L MULLION s 4rL 1 1000 P.W✓DESIGNER 1000 P.W./DESIGNER a - rSILL (TYP.) rSILL (TYPJ / #8 X 3/4 SELF r #8 X 3/4 SELF 1000 P.W✓DESIGNERS` 0� / r" A TAPPING SMS TAPPING SMS SILL (TYPJ j IX27/16X1/8 1X27/16X38 l A TUBE MULLION TUBE MULLION #8 X 3/4 SELF t_ / - ` - _ _TAPPING, SMS _ 2X4X3/8- j TUBE MULLIONi SEALANT BETWEEN 1 1/8' MIN WINDOW FLANGES L __MULLION EMBEDMEN ... - .. � . �EI FVATx)N.. :. ::... - - MEWED FROM EXTERIOR .. SEALANT BETWEEN WINDOW FLANGE ..... __ . _. - L MULLION _ ... --. DETAI k #8 X 3/4 SELF 2 - � " �#8 X 3/4 SELF APPLIES - o MEAD a� SILL -WHERE x "7/16' TUBE MULLIONS ARE USED - 1000 S H ' TAPPING SMS IOOO S H. TAPPING SMS'"' HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION .A -A (3) SECTION A —A (4) INSTALLATION ANaDR WINDOW FLANGES to VOOD.SCREv L MULL10N (TYPJ . 1000 P.W./DESIGNER SEALANT BETWEEN 1000 P.W./DESIGNER -MORIZ CLIP. SILL (TYPJ WINDOW FLANGES: SILL (TYPJ #8 X 3/4 SELF . IF L:MULLION TAPPING SMS #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION A —A (%) IX4X1/8 I X 4 X 3/19 1 VB• MIN. HEAD CTYPJ � EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERxATIONAL, INCA SANFORD; FLORIDA TnU:SER.- 1000/1500 .FIN SHEET 1 OF 2 -TWIN •HORIZONTAL MULLION SECTIONS - L—Lu a.'� SEE OTHER SIDE ( SHEET - 2 OF 2) FOR /4 #8 X 3/4 SELF ; :DESIGN.PRESSURE CAPACITIES. #8 X 3 SELF � cc -- 1000 S H : TAPPING. SMS . TAPPING SMS ti ? - 1000 S.H. HEAD (TYPJ HEAD (TYP.) _. B � OiAWY BY: MSH APPROVED, BY: SECTION A -A (5) SECTION A -A (6)-• DATE:2/6/02 SCALE: N T S DWG.: 1 HMF I NTW /B C WINiOW FLAtiGSS \ t NULLICx 104C P.W./DESiG\ER I SILL eTYP.) #S X 3/4 SELF TAPPING SMS . \ Ix a x I/? r , Ti; \ / ? _MULLION 1C SEe ANT A__WS- 'iN WIN�ry tLaNG_ i MULLi�N kSX /4 SELF 102^ S TAPPING SMS S=AL•3N' xcW_:jy LiNDO•J FLANZ:ES S' CTION A -A (i�. 1000 P.W-/DESIGNER .SILL (TYP.) 98 \ X. 114 SELF TAPPING SMS 1 X 2 7/16 X 1/8 r___q 1 I TUB_ MULLION SEALANT BETWEEN WINO_UW FLANGES- S MULLION `-#B X 3/4 SELF \_- iGGO S.H. TAPPING SMS HEAD <TYP.) SEALANT BETVEEN SECTION A -A (3) WINLOV FLANGES S MULLION 1000 P.W./DESIGNER . SEALANT BETVEEN ( SILL (TYP.) WINDOW FLANGE.$ . ' dG X 2/4 SELF S 4ULLION APPING SMS ^^^ + X 4 X I/8 rIw'. P.W,/DES GNER TYPICAL MULLION TO CONCRETE 0 JAMS { (AFPUES TO JAJu3 WHERE Iw X 4'-- �rTAi` SILL CYP.) S 2" X Gw TUBE MULLIONS ARE USED) Q aS X 3/4 SELF 1 I TAPPING SMS CONCRETE OR MASONRY tt BY OTHERS X 2 X 3',3 - i i---INSTALLATION ANCHOR.3/I6' 81A. TA -:1 S=RZW ANG4_Q•C7YP_' -EX d 1 ON= B", W7n0-_� ; TRNAL.MULLICa INSTALLATION CLIP_ Q,�',i�t'TRAL FB.O A. Bu_< ._�TH�RS •I I � i 2°3AM• � �T 4:5 X 3/4 SELFLO iQ1,0,9 V i5g.i MULLION h; Sy. TAGGING SMS S_CTiON A —A l)) ' :UG - `w'./uES:GiiEK w .-CO �.a!7ES:GNER - f SILL <TYP.. '-' SILL (TYP.) ' f � l I A � TAPPING 3/1 SMS-- � 8 X 3/4 SELF 1 X 2 7/16 X 318 A?PING SMS TUBE MULLIu: J( �! X 4 X 3/8 I _wf �, I LMBLDr:LN BEB N:i � '7 SEALANT SETWEEN 4•inLOV FLAtiZE S M rL=N - DFTAI- B `-F2 X 3/4 SELF �IGOG S.Fi TAP?fNG SMS i-.EEAD (TYP.) SECTION A —A (4) #E X.3/4.SELF F-IOGG F.W./DESIGNER , TAPPING SMS. SILL .TYP.) I HEAD 'rYP) #2 X 3/4 SELF E!'EVATiON TAPPING SMS 1 X f4 x 3/8 SECTION: A —A (7) VIE/;ED FROM EXTERIOR �FLORIDA EXTRUDERS INTERNAD, FL L. INC, DA SAIgFORD, FLORIDA. vp B \--y8 X 3/4 SELF 0` \-#8 X 3/a SELF TAPPING SMS.. TAPPiNC• SMS IOGG S.H. �- IOGC 5.4. MEAD CTYr'.. HEAD <TYi ) f �Tr SER::_ 1 0OOi 500 FLANGE _SHEET i i GF2 u L TWIN HORIZONTAL MULLION SECTIONS" I SEE u t -ic $ _ Lc :SHEET 2 Or ci. Sri 1AA D ES.IGN;PRESSURE CAPACITIES _ DRA1fN HY MSH APPROVED BY: FEB 1.5 2u32 1 F�GT.� _. ...... __ ... tDAT•E:2/4/^? SCALE (•JT$ DWG.. iHM r 1000 P.W✓DESIGNER SILL CTYPJ #8 X 3/4 SELF TAPPING SMS 1X2X 1/8 TUBE MULLION .SEALANT E WINDOW Ft L MULLION SEALANT BETWEEN WINDOW FLANGES. #8 X 3/4 SELF L MULLION - 1000 S.H. TAPPING SMS HEAD CTYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) L MULLION - 1000..P.W✓DESIGNER SILL CTYPJ #8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 -TUBE MULLION SEALANT BETVEE WINDOW FLANGES L MULLION. - ' ' \_#8 'X 3/4 SELF 1000 S.H ...TAPPING SMS HEAD CTYPJ SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION 1000 P.W✓DESIGNER SEALANT BETWEEN SILL CTYPJ WINDOW FLANGES L MULLION #6 X 3/4 SELF TAPPING SMS I X 4 X 1/8 TUBE MULLION #8 X 3/4 SELF TAPPING SMS HEAD CTYPJ SECTION' A -A (5) 1000 P.W./DESIGNER AUXILIARY PLATE APPLIES TO HEAD do SILL WHERE 1" X 4" SILL CTYPJ CFOR ADDRD7UL ANCHORS• VFEN REGUIRED) & 2' X 4 TUBE MULLJONS ARE USED #8 X 3/4 SELF DETAIL TAPPING SMS SHEATHING .10 O O 1 X 2 X 3/8 — — TUBE MULLION 0 � INSTALLATION ANCHOR #8 WOOD SCREW CTYPJ. EXTERNAL MULLION ' INSTALLATION CLIP CENTRAL F.a�a B.O. 'O BY WOOD SELF *� CK BY. OTHERS 1000 S.H. TAPPING SMS �ItiiEiNU1��JRFR NAME: _ HEAD. CTYPJ' Oi?/P4hfR . ION SECTION A -A (2) ' vs MULL 1000 P.W./DESIGNERw_sT&Ry :Fa_v,i - rSILL CTYPJ D£IAILG� �r-- A I #8 X 3/4 SELF 1000 P.W✓DESIGNER --. TAPPI4 NG SMS SILL CTYPJ I X 2 7/16 X 3/8 ` ✓ 1_ A J. TUBE MULLION #8 X 3/4 SELF TAPPING SMS IS 2X4.X3/8 TUBE MULLION w I 1 1/8' MIN. SEALANT BETWEEN WINDOW FLANGE - L MULLION " "\�#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A -A (4) 1000 P.W./DESIGNER SILL CTYPJ #8 X 3/4 SELF TAPPING SMS 1X4X 3/8 .Irnrwl(-1{If'I `TUBE MULLION WE #8 X 3/.4 SELF 1000 S.H. TAPPING SMS • HEAD (TYP.) SECTION A -A (6) EMBEDMENT FLEVATIC VIEWED FROM EXTERIOR .. DETAIL B :.IPPUES TO HEAD h SILL.. WHERE I* X 2• . .. .. k 1' X 2 7/16'.TUBE: MULLIONS ARE: USED J��M7P TALL� to ANEHOR 1)SCREW�RIZ CLIP \_#8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD CTYPJ i EMBEDMENT FLORIDA INTERNATIONAL. FLORIDA EXTRUDERS - I. INCSANFORD,- FLORIDA _ Tnu: SER. 1000/1500 FIN SHEET I mOE . 2 HORIZONTAL MULLI❑N SECTIONS :,- SEE OTHER SIDE (SHEET 2 OF 2)FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 I SCALE: NTS DWG.: 1 HMF I N IG ' I-IC00 P.W./DESIGNER .S:t- L (TYR.) ?/4 SELF TAPPiN'G SMS I. UL'E MU.L.Gv SEALANT 3ETV .N W N FLANGES- 6 M..L_MN SEA AN B-TWEV," .—#e X 3i4 $= V1NDuW FLANGES ` Tn�=iNu SiS .AtAD SEALANT BETWEEN WINDOW FLAN _S SECTION .A -A (i l l }"JLLiuii f'' 1000 P.'✓ /DESIGNER SILL (TYP) t8 X 3/4 SELF TAPFiNG SMS � i X ? 7/16 X 1/8 / TUBE MULLION SEALANT BETWEEN WIN=W FLANGES- 1 MULLION \-#8 X 3/4 SELF 10000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A Q� WINDOW FLANES L MULLION (�ID00 F.W /D�J.GNER SEALANT BETWEEN i Sll_L CTYP.) WINDOW FLANGES j t!6 X 3/4 SELF & MULLION TAPPING SMS � 2 X 4 X 2/8 `1 r-1Sirl / IUBL MULLII.IN ' IOU P.J./DESIGNER 1 TYPiCAL MULLION TO CGNCPE 6 dAMS r I (APPLES TO Jk.!a WHEREx 4" DETAIL ' S" L CYr.i &. 2- X 4" TJSEyMULLICNS ARE .SEED) Q ,-sR X 3/4 Scl,F TAPPING SMS CONCRETE OR MASCNRY� BY OTHERS i r-IN, ATIO� ANCHGR 3/i5' Di4 i ri r 3a. i ✓ TAPCGN SC3_W ANCr.C.< ;TYP.) l . EXTERNAL MULLON i ON; BY WLI D_� � INSTA UATICN CL.- 11 BLcX HY OTHERS Q \ CENTRAL: FL€ RMA B. O. A. F'. TA?PIN._ SMS ju.iLT-�A. C- T..pp E. R , N.AME., :... .. ' . SFEA <I �GOR(pA FX`>-RuDERS I + I C`'^I. A -A {21 E i 1 t- 100C P. W. / L .Gr:ER f SILL <TYP.i 09 X 3/4 SELF TAPP:NZ SMS + I . 1 X 2 7/I5 X 3/8 LL <TYP.1. I � TUBE MULLION ' -. I E - 1 1/4' MIN. z8 X 3:4 SELF EMI-WE DM_NT TAPPING SNS I 2X 4 X3/8 J . SEALANT BETWEEN \ WINDOW FLANGE & MULLION \-#8 X 3/4 SE' - ,� 100C S.H. TAPPING SMS HEAD <TYP.) SECTION A -A (4� 1C00 P.'✓✓DESIGNER r SILL (TYP.) r-#G X 3/4 SELF TAPPING SMS /% I X 4 X 3/8 �'. r env V rI / I UL- I'iUl_1Lv� #8 X 3/4 SELF #r X 3/4 SELF •APPING SMS iA°P.kG SMS iCCC S.4 .. IOC^u S r MEAD ;TYPJ HEAD <TYP.) r n A /Gl Cam! i(1V /�).. SFCTii N� A-A.1� TUBE MULLION .. DETAN r A � I X.3/4 SELF I APPING SMS ELEV.4Ti0N —t SECTION ,4-P, i7? •v1EWED`FROM EXTERIOR 0 S.H. FLORIDA EXTRUDERS I SANF RD° FLORIDA ITITLE..SER, 1000/1_500 Fl ANGE SHEET .1 OF 2 H00R 1 Zur;TAL i Oti EEO- i ONS i SEE I l S.HEE` G Gr 2) r 0R DESIGN PRESSURE.CAGP.CiTiES_. 1DRAWN BY: MSH . APPROVED BY, %_1 5; 20"02_ _ ;DATE r , Q2,. _1 SCALE: NT$. DWG. i Huh LG f 1000 S.H. 1 X 2 X 1/8 1000 S.H. I X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYPJTUBE MULLION JAMB (TYPJ TUBE MULLION BUCK BY OTHERS #8 X 1/2 SELF 08 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4.X 3/8 SHEATHING •'SEALANT BETWEEN - SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR #8 WOOD VINDOV FRAME WINDOW FRAME SCREW (TYPJ -L MULLION .L MULLION - - I OI - - #8 X 1-1/2 SELF #8 X 1-1/2 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A -A (1) SECTION A -A .(2) MULLION I X 2 7/16 X 1/8 1000 S.H. APPLIES TO HEAD do SILL WHERE 1 X 4' 1000 S H TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ do 2" X 4' TUBE MULLIONS ARE USED JAMB (TYP.) TUBE MULLION JAMB (TYPJ APPLIES TO HEAD & SILL WHERE 1".X 2" do 1" X 2 7/16" TUBE MULLIONS ARE USED #8 X 1/2 SELF #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS AI B (T WOOD SCREW (TYPJ +QB 0l0097l181'BiIA00: SILL CLIP SEALANT BETWEEN #8 X, 1-1/2 SELF WINDOW FLANGES SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS L MULLION 1 1/8' MIN.' vINDOV FRAME EMBEDMENT -'LINFRAME MULLION - L MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF SECTION A —A (7) SHCO%m Ci TAPPING SMS TAPPING SMS DETAIL C _ .. ._. .. - WOOD FRAMING SECTION A -A (3) SECTION A _-A ('4) AUXILIARY- PLATE 1 X 4 X 1/8 1 X 4 X 3/8 Q �.�• (FOR` ADDITIONAL. ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION • A A- - IOOQ S.H. JAMB (TYPJ r�Rr� o 0 JAMB 0(T PJ #8 X 1/2 SELF f TAPPING SMS #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME L MULLION.. S MULLION #8 X 1-1/2 SELF #8 X,.1r1/2 SELF TAPPING SMS TAP PING "SMS SECTION A -A (5) SECTION' A -A (6) #8 SELF TAPPING \� / SMS (TYPJ DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, FLORIDA INC SANFORD, FLORIDA TITx.E:SER.. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS ` 1 3 2002 SEE OTHER SIDE ( SHEET 2 -OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 I SCALE: NTS DWG.: 1 VMF I N /y IOC^ S.H i X c X 1/_ i000 S.H. JAuB ( T Y'.) 1 I TU2_ ML'__IUN , JAM3 (T YF.) .2 X 1/2 SELF .Z TAzING SMS SECANT Bc;rSEN 'J _N;rC \CAS Z Mi1L IoN TAPPIN_ SmS 5= CT10�_ A -A, i i ) r X-c 7/i6 X :ic Uet - ML'LL;,h 1010 S.4. - JAM2 (TYP) i 1CCC S. H. IAMB (TYP.) TJ-_ MULLION _uN I ONE BY WOOD__ DETAIL .'iLl. i( nY Gi}ii.KS \ L \ C-ONCRET.- rl R MASZtiRY ' t 1/4• MIN, BY GTHERSy #8 X 1/2 S_LF Q \ E MEELMENT a', �\ a I.. . TAPPING SMS� `� • 1 � 1 T-- 1 \ S£ALanT ?E74•E£� . `) .\ -.NSTA ATI:N A'. Jn;Z 3/15 LIA. \ .TV4 .r'N SCR 4:f=f<-V=.:Z Y caX ]L g Y i-3 'MULLION -... !"S.A_, ATIGN *i P 7. 5- C i0('; A -A iL l rA: M Gn TC LAN c $ NtAJ i(r AUFS TO rtAD & Sill WHERE 1 X 6 .r 1 X c 7ii6 X 3/6 1CCD 2" X °- M... 03'.' . RtE Usm-j 1_GC S.H. TUBE MI,M_LiuN JAMB (TYP.) �- .- _ JAM3 (Tyr.) / 'S X I/2 SELF TAPPIN:: SMS EEL SEALANT aC- "E_ . ,- ,. BETWEEN WINMW FLANGES L MULLIGN . -!fS X 1-1/2 SELF TAPPING SMS-' S=C110N A —A (S.; X 4 X 1/6 TU2E MULLII?N �I 100G-S.H. - JAMB (TYR) . raa X 1/2 SELF N mow TAPPING SMS SEALANT BETWEEN W!IDnW FLANGES. . L KILLION ME X 1 +/2 SELF TAPPING sMs_ j UPi. #c X ./_ SELF r-INSTALLAT;ON ANCHOR r TAPF•Ih: S-IS 3/7E•-DI.A. CN - =B % :: 2 SELF II 3 1 T - TAPPING SMS - - I SCREW.ANCHM (TYrJ I ' StLL C_IP na x + 1/2 SELF seaLia+r BETWEEN I V S£P.LANT BETVEEN TA -PING SMS WINDOW FLANGES 1 I/a• MiN.. WINDOW FLANGES L:MULLIGN Q EM3ELH NT '.4 MULLIGN CrCTi N A -A 7` #2 n r� -SMS =TAIL TAP /2 SELF -'—� -rx� AST. SIvBY OTHERS 1 ND C i ;ON A —A i4 ICRY' P..AT� 1 F R ADWTIONA - X 4 X 3/& ANCe+uRS, W;N RcD IR D> TUBE MULLION � p .®.�___.� �— L Al U A I ti c T•oclu_ % I Meg i t'I.:-J" .. ; .. - SMS (TYPJ `- D=TAT:_ B I I I 1 ELE•/4;10N . I 1 (D i #9 % 1/2 SELF I VIEWED FROM EXTEMOR - I \ 2 PING SMS------- — INTERNATIONAL; INC FLORIDA EXTRUDERS sANFoxn, FLORIDA ;TITLE: SER. LOGO/i CO", LANGE .SHEET 1 0r .:2 VER" _LA_ Mu_L 7EN SE+STiL'svS \ SEALANT' BETWEEN I . WINDG•: rLANHS i SEE. OTHER SIDE :iF DLSiGIN PRESSURE, CAPACITIES. �S X 11/Z SE • APPINC SMS ^ iDRAYN MSH - FE8 j 5 ,12_ HY:. AP vED B PRO Y DATE:2/1 / ClG SCALE.-P: i S I DWG.. I V -k-1 F LC - . ao 1^00 S.r Jgya • yp ) I x 2 xI/e 10C" �Ix2x3/e TUBE ML1' �Ir-N AM .TYP — i:7a7- MULiI&N -S X 1/2 SELF ae X 1/2 SELF X. 4 X.3/e - TAP=:NC, SMS -A°PiNG SMS -_ LBE M0LLL2N SEALANT is AwL rTY ) �i.'INLOW FL4NCES •` Wa�.2 -1 AN c__ - - •-_FC aC -1/2 .S=_ - . L .:1LL10N S _�_�;it� 'AJOING SKI o S_r'T!QN A (1, c C'1•:Q N.. A. A (2 i Xis 7/16 X 1/2 Dc- A ! L C P TYAL VEP',;CAL TIC H.CR'ZvNTA.'_ MULLION TO MULUOw ( IX OR CX IN':' _L -- a r� 11P T;,tTFRNA;_ �.�ar A=?:>, SMS .--- '_X :OR ?X MULL - / UB'E MULLION' _ X 2 7%IE X 3/e�- 1^3C =11 S.H �:-,BE MUL_ILN i . (-INSTALLATI ' A4C!C.4 JAMB CTYP.) JAMB <TYP.) ' k8 X 1/2 SELF TAPPING SMS 08 X 112 SELF TP.P?INc, SMS SEALANT BZTW«\ - ' VIE, DIA A-LO14 VINDOV FLANGES RE X 1-1/2 SELF jt ' S EV ANCr R tTYPJ TAPPING SMS I i SECTION A —A (7) Q EMBEDMENT �PiECAST SIL!- BY OTHER SEALANT BETWEEN �. SEALANT BETWEEN -. \ - •' / •/ ,�-� AUXILIARY PLATt ' WINDOW FLANGES' \ WINDOW FLANGES \—u X 1-i/2 SELF 1/ L��,:T WHEN REQUIRED, M LION - 'e ( Cr:;iK A ZONAL ANCHERS WH_ �L MULLION � _ .. � � " 6 TA°Oih SMS .. 1 ' e X 1-1/a c_Lc C. i — t = —'1 i a—e —1 TAPPING SMS7. SECTION A—k t31 �=%T.Ow c—.4 (4) r� t 1X4X1/e 1X4X3/8 I A i i A B ( L. Q E) TUBE MULL ION TU ' ' LION I — -- I .®�'']bc'�i ci` TAPPING !I h". ao �� dA�:a�"tELEVT.wN iDOO S.H. iCCC S.H. 4._lEC r40M EX-cRJCR Tv°i O. F # , 6 INTERNATIONAL, INC ae X 1/2 SEL �TA X 1;2 SELF FLORIDA EXTRUDERS : SANFORD,` FLORIDA TAPPfNG SMS \ rING SMS .. :.. ... j ITU:SER lOOG/ISuu FLANGE SHEET., 1 Or -,2 U VERTICAL MULLION.?NTO HORIZONTAL SEALANT BETWEEN SEALANT BETWEEN VINDOW FLANGES VItiD3W FLAti'u£S k8 X 1-1/2 SEL•- 4 MULLION .. _ 5 MU _VON TAPPING SMS —#8 X 1-112 SELF e TAPPING SMS /r% c,CTJOid A —a si ICTKIN' A=A SEE OTHER SIDE ( SHEET" 2 OF 2) GR`' c DESIGN PRESS CAPACITIES i FGB 15 L.)G-0 DRAWN BY: MSN; APPROVED` HY: DATE: 2i6i J%' SCALE: N T S DWG.: . I VMrJMFLO.. 3/ SEALANT DETVEEN WINDOW FLANGES L MULLION APPLIES TO HEAD & SILL WHERE I' X 4' AUXtuAI� PLATE AIL4, 2' X 4" TUBE MULLIONS ARE USED 2000 P.WJDESIGNER � ADDITIONAL ANQry2S.. VHEN REOUIRED) SILL (TYPJ O #8 X 3/4 SELF SHEATHING TAPPING SMS - 1 X 2 7/16 X 3/8 O _O TUBE MULLION — - /'INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL 'MUL LI ON INSTALLATION CLIP TWO BY WOOD BUCK BY -OTHERS \_#8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. IOOO S.H. MULLION HEAD (TYPJ HEAD (TYPJ 2000 P.V./DESIGNER APPLIES TO MEAD SILL WHERE 1" X 2' SECTION A —A (1) SECTION A —A (21 SILL cTYPJ i' � I• X 2 7/I6- TUBE MULLIONS ARE USED DETAIL B #8 X 3/4 SELF � TAPPING SMS . 2 . X 4 X 3/8 TUBE MULLION ^ .1 ANCHOR ®.�r• .. cr VODD SCREW �T FLOR ''� �• S SEALANT BETWEEN �—NORII ELtP. �7 �F,1�', • WINDOW FLANGE ... .. A' .lvtu+•+•-- L MULLION �I 1/8' MIN. �a tip . EMBEDMENT 1 i/8• NM EMBEDMENT _DCTATL Cr-- A ._::... SEALANT BETWEEN 48 X 3/4 SELF '11 SEALANT BETWEEN WINDOW FLANGES TAPPING SMS WINDOW FLANGES 6 MULLION L MULLION L+-A 1000 S.H . 2000 P.W./DESIGNER 2000 P.V./DESIGNER HEAD (TYPJ - " SILL (TYPJ rSILL (TYPJ #8 X 3/4 SELF ./ #8 X 3/4 SELF SECTION A —A (J� .. / TAPPING SMS TAPPING SMS _ / 1 X4X1/81 X4X3/B TUBE MULLION TUBE MULLION INTERNATIONAL INC FLORIDA EXTRUDERS SANFORD, FLORIDA 3:SER. 2000 FIN . SHEET 1 OF;2 _ T#-it HORIZONTAL.MULLION SECTIONS - .,�•, � •YRIPiF SEE OTHER SIDE ( SHEET 2. ❑F] 2)' FOR #8 X 3%4_ SELF #g X 3/4 SELF DES'I GN .:PRESSUR& CAP.AC I T IES 1000 S.H. .TAPPING SMS To SMS 1000, SR HEAD CTYP) �. HEAD (TYPJ I EB2002 iDRAWN BY. MSH APPROVED 13Y SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 TScALE: NTS DWG.: 2HMF INTR y 2000 P.W./DESIGNER SILL (TYPJ X 3/4 SEIf PING SMS t IX27/16X1/8 TUBE MULLION ` SEALANT BETWEEN WINDOW FLANGES & MULLION SEALANT BETWEEN VINMV FL.A.N..GES,SANI0�, FLORIDA nTAToxAI.INc PLORILk LNULLI.N '�, SER _ ;2000).FLANGE 'SHEET —1 ©F 2 TRIPLE HORL 0NTAL MULLION SECT_.IONS #8 X 3/4 SELF 7#8 X 3/4 SELF(j, �.z600 s.N TAPPING SMS zaao Sx TAPPING SMS SEE OTHER SIDE (SHEET' 2 OF 2) FOR HEAD (TYPe HEAD (TYP.) DESIGN `PRESSURE -CAPACITIES" SECTION A -A (3) SECT10N A (4) t 8 $ 2001 DxnxN BY: MSH ar>PltoyEn. �r _ w. ._ .. .. .., _ ...;:_- Da7E:2/6/02::.,.,..; scat.ErNTS-pwc.;:—=2HMFLGTR.:.—.. -�9 2000 SA JAMB cTYPJ DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION TUBE MULLION " JAMBycTYPJ TUBE�MULLION #8 X 1/2 SELF #8 X 1/2 SELF INSTALLATII TAPPING .SMS. TAPPING SMS INTERNAL CLIP ix OR 2X MULL i= APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED AUXILIARY PLATE �r' 1; FJ�u` --::li.�L',`. —, '�5-G-A•F • (FOR ADDITIONAL ANCHORS. VNEN REOUMED) - CENTRAL . O DETAIL C MANOZACTU R NAMF,2 SHEATHING .. SEALANT BETWEEN ]["�; ]�' �, ,^ , INSTALLATION WINDOW FLANGES INS ON ANCHOR #8 WOOD (TYP L MULLION .. - MULItOM - 'SCREW . 2000 P.W./DESIGNER 2000 P.V./DESIGNER SILL (TYP. SILL '(TYPJ o #8 X 3/4 SELF #8 X 3/4 SELF EXTERNAL MULLION TAPPING SMS. TAPPING SMS TWO, BY VODD INSTALLATION CLIP BUCK BY OTHERS - I X 2 7/16 X.1/8 "t 1 X 2. 7/16 X 3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN .. .. .., . WINDOW FLANGES L MULLION' - DE29lL..d 2000 P.W./DESIGNER '— A SILL (TYP.) #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 1060 S.H. TAPPING SMS #8 X 3/4 SELF Lr A / 1000 EA S.H. HEAD (TYP. TAPPING SMS HEAD <TYP.) 2 X 4 X.3/8 _ SECTION A —A (1) SECTION A —A (2) TUBE MULLION 1 1/8' MIN EMBEDMEN - ELEVATION SEALANT BETWEEN -. - - - MEWED IFROM EXTERIOR .WINDOW FLANGE .. ... . L'MlA1I0N __. .._ ... - DEral e. APPLIES TO HEAD. dcS.SILL WHERE 1 X 2 1'...X d7/16'-TUBE- YUl1JON5 ARE USED .._ ... SEALANT BETWEEN SEALANT BETWEEN _ INSTALLATION ANCHOR WINDOW FLANGES WINDOW FLANGES . " .. ... .... ... - ...#8 WOOD SCREW W NDOWMULLIF L MULLION .. .. .. (TYP.) t.2.000 P.W./DESIGNER 2000 P.W./DESIGNER #8 X 3/4 SELF FORtL ttro r SILL (TYP.) SILL (TYPJ 1 TAPPING SMS #8 X 3/4 SELF / #8:X 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION A —A (5) 1 1/B' MIN. 1 X 4 X 1/8 • 1 X 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA YEB TITLE. TWIN HORIZONTAL. 2000 FIN SMULLIONHEET 1: OSECF 2 TI❑NS#8 X 3/4 SELF #8 X 3/4 SELFD $USEE OTHER SIDE CSHEET 2 OF 2> FOR TAPPING SMS TAPPING SMS ESIGN PRES RE CAPACITIESloon s.H.. l000 sx f v - ' HEAD (TYPJ.. HEAD (TYPJ DRAYN BY: MSH APPROVED, BY: SECTION A -A (3) SECTION A (4) DaTs:2/6/02 sCAI.E: NTS DSO•: : 2HMF INTW a� 2000 P.V✓D£SIGNER ' SILL (TYPJ #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16. X 1/8 TUBE MULLION SEALANT BETWEEN SEALANT BETVEEN1 WINDOW FLANGES WINDOW FLANGES. L MULLION L MULLION \-#8 X 3/4 SELF -2000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1 i TYPICAL MULLION TO CONCRETE m JAMB (APPLIES TO JAMB WHERE 1' X 4'DETAIL � k 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR. MASONRY 4 BY OTHERS 2000 P.V./DESIGNER - SILL (TYP:)- INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYPJ #8 X 3/4 SELF. TAPPING SMS EXTERNAL MION 1 X 2 7/16 X 3/8 TUBE MULLION ONE BY VOOD! BUCK BY OTHERS - N CLhP INSTALLATCLI Q . 2000 P.V./DESIGNER _ .:,. ... SILL (TYPJ - #8 X 3/4 SELF #8 X 3/4 SELF NAPPING SMS.. 2000 S.H. TAPPING SMS. 2 X 4.X 3/8 HEAD CTYPJ .. TUBE MULLION Q SECTION A -A (2) SEALANT BETWEEN F. 1 1/4' MIN, EMBEDMENT WINDOW FLANGE - L KILLION M A17 Wg A4, 8 4Jr— 1�7Fu,+a` • - Fw�io,� � rrR yn�es SEALANT BETWEEN - .. WINDOW FLANGES L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL CTYPJ r SILL (TYPJ #8 X 3/4 SELF / #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1X4X1/8 1X-4X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN. - WINDOW FLANGES . L MULLION #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S.H. 2000 S.M. . HEAD CTYPJ HEAD (TYPJ SECTION A -A (3) _ .SECTION A -A (4) . ....: DETAIL B A #8. X 3/4 SELF TAPPING SMS A 2000 S.H. HEAD (TYPJ SECTION A -A (5) = ELEVATION".: ' VIEWED FROM -.EXTERIOR INTERNATIONAL, INC TLORIDA EXTRUDERS "SANFORD, FLORIDA r 7=: SER' 20.00•,, FLAN_ GE - SHEEN' OF_ 2 , ,:1, TWIN HORIZONTALgMULLION`SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN -:.PRESSURE- CAPACITIES 1 F B 20UL DRaN BY- MSH- _ APPROVED.H7t <;-. . - •; ': a AUXILIARY PLATE APPLES TO HEAD do SILL.WHERE 1" X 4" O-OR ADDITMINAL AW>CRS, WHEN RECORED1 & PIX 4" TUBE MULLIONS ARE USED (D DETAIL CENTRAL FLORMA R. 0. A. F. SHEATHING MAMNACTUU NAME: 0 _o 4 SEALANT BETWEEN ClR Fig # MILLD]N INSTALLATION, ANCHOR #8 ;WOOD: WINDOW FLANGES — — O f "'.,SCREW CTYPJ 6 MULLION 2000 P.VJDESIGNER 2000. P.VJDESIGNER SILL (TYPJ SILL (TYPJ EXTERNAL MULLION #8 X 3/4 SELF #8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS • TWO BY WOOD` BUCK BY OTHERS 1 X 2 7/16 X 1/B I X 2 7/16.X 3/8 TUBE MULLION ` TUBE. MULLION MULLION ` SEALANT BETWEEN ` WINDOW FLANGES L MULLION DETAIL C_ A _ 2000 P.W./DESIGNER \ \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION t MLLLIDN 2000 P.W./DESIGNER SILL (TYPJ \ #8 X 3/4 SELF TAPPING SMS 1 X 4 X I/ -a j 1571--j T TUBE MULLION #8 X 3/4 SELF TAPPING ._SMS.. 1000 S.H. HEAD CTYPJ SECTION A —A (3) #8 X 3/4 SELF SILL CTYPJ \ / A J 1000 S14. TAPPING SMS HEAD. (TYPJTAPPING SECTION A —A (2) #8 X 3/4 SMS 2 X 4 X3/8:. TUBE MULLIDN 1 1/8 MIN. L EMBEDMENT N ELEYBI4fit _ SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE ' L MLR_LION.:.--.' - - -- ... -. .. ... - -- ... •. ' - DETAIL 8 APPLIES TO HEAD do SILL WHERE 1" X 2'. k :1'- X 2 7/1V. TUBEE-MUUJONS ARE: USED - ,.. SECTION A —A (5) ' 'IN ALLATION ANCHOR . 2B.VD SCREW - OO . SILL (TYPJ r 2000 P.W./DESIGNER .. #8 X 3%4 SELF TAPPING SMS HORIZ CLIP . .. #8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 — 1000 S.H - HEAD (TYPJ I vw MIM 'EMBEDMENT TUBE MULLION FLORIDA EXTRUDERS CORD° FL INC r"-7,8 X 3/4 SELF TAPPING SMS __ 1000 S.H. HEAD (TYPJ SECTION A —A (4) 'rn : SER 2000 'FIN SHEET. 1 .GF 2---.1 HORIZONTAL' MULLION SECTIONS v V SEE OTHER SIDE < SHEE.T 2: OF. 2)' FOR DESIGN PRESSURE_CAPACIT,IES LB 29 DRAWN BY: M$H APPROVED BY.. DATE:2/6/02 scaLs:NTS Dlrc:: 2WMFIN:: ?s TYPICAL MUWON TO CONCRETE O JAMB (APPUES TO JAMB WHERE 1' X 4' DETAIL 8 k 1X 4' TUBE MUWONS ARE USED) Q SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES VINDOV FLANGES L L MULLION. -- L MULLION - 2000 P.W.YPJ/DESIGNER 2000 P.W./DESIGNER r SILL (TYPJ SILL (T r #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS IX27116X3/ 1 X 2 7/16 X 1/8TUBE MULLION TUBE MULLION #8 X 3/4 SELF #8 X 3/4 SELF . 2000 S.H. TAPPING SMS 2000 S.M. "TAPPING SMS HEAD (TYPJ HEAD (TYPJ . SECTION A -A (1) SECTION A -A W SEALANT BETWEEN .. - WINDOW FLANGE . - - 6 MULLION CBN T L bi A SEALANT BETWEEN.. SEALANT:. BETWEEN - WINDOW FLANGES WINDOW FLANGES. L MULLION L MULLION 2000 P.W✓DESIGNER 2000 P.W./DESIGNER SILL (TYPJ SILL (TYPJ #8 X 3/4 SELF #8 X 3/4 SELF TAPPING/SMS -TAPPING SMS / 3/8 TUBE MULLION i4�r -jF1 X 4 X MULLION TUHE MULLION Alt ;�I �I�®rIE ■ors I� #8 X 3/4 SELF 1 #8 X 3/4 SELF TAPPING SMS �2900,SJi.. TAPPING SMS 2000 S.H. ... HEAD CTYPJ - HEAD (TYPJ SECTION A4 (3) SECTION A -A (4). 11 ay 2000 S.H. i X 2 7/16 X 1/8 2000 S.H. JAMB (TYPJ JAMB (TYP) 1 X 2 7/16 X 3/8 TUBE MULLION TUBE ,MULLION 2xax3/8 TUBE MULLION #8 X 1/2 SELF : #8 X 1/2 SELF TAPPING SHS TAPPING.SMS 2000 S.H. JAMB (TYPJ SEALANT BETWEEN ;SEALANT BETWEEN WINDOW FRAME ..... WINDOW FRAME L MULLION L MULLION #8 X 1-1/2 SELF #8.X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A --A (2) TWO BY WOOD DETAIL C . BUCK BY OTHERS 1 1/8' MIN. -- EMBEDMENT :. SHEATHING - INSTALLATION ANC ANCHOR #8 WOOD SCREW (TYPJ - EXTERNAL MULLION INSTALLATION CLIP .:. MULLION ...`:... ,. .,. APP.UES TO HEAD,& SILL WHERE 1" X 4' dt 2" X "47 TUBE MULLIONS ARE USED #8'X 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1' X 2" TAPPING SMS & 1" X 2 7/16" TUBE MULLIONS ARE USED INSTALLA- � ION ANCHOR #8 WOOD SCREW AI (T � J SILL CLIP CENTRAL FL®RIdDA B:®.A.F. SEAI/WT BETWEEN .. . Li #8 X .1-1/2 SELF WINDOW FLANGES MIN Pq A �tRnc CTUR � NAME: ME TAPPING SMS 6 MULLION V'LLt91V �J1C ��L 1_ RJiilu (� PI [iuvxx:/'..:. _.. . .... ._ _ -.- _ .... _ -. -�.... ... EMBEDMENT �GoRit�4 fl�J4� WASTER FME.## � I X 4 X 1/8 1 ..X .4 X 3/8 TUBE MULLION - - ._TUBE MULLION 2000 S.H. 2000 SA JAMB (TYPJ JAMB (TYP.) #8 X 1/2 SELF 48 X 1/2 SELF / TAPPING SMS I TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME. L MULLION . -� .-: ; t MULLION #8 X. 1-1/2 SELF _... ..... #8_X 1-1/2 SELF TAPPING. SMS =TAPPING.SMS SECTION A=A (3) - SECTION A -A (�i) SECTION A -A L51 SMEAiMDIG -� DETAIL C c VCMD. FRAMDG AUXILIARY ~PLATE`: (FOR -ADDITIANAL ANCHORS; VHEN REQUIRED) A_ A - --- . .... #8 SELF TAPPING \ / SMS (TYPJ ` DETAIL B MULLION ELEVATIO N VIEWED FROM. EXTERIOR FLORI-DA -EXTRUDERS INTmNSANFO'ONAL, c TtTLE:SER. 20M FIN SHEET 1 `OF 2 v VERTICAL .MULL.I-ON. SECTIONS. .. SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE;CAP.ACITIES DRAWN BY: M S H '' APPR6VED BY: „ " DATE:2/6/02 SCALE: NTS M'.. 2VMF I N ONE BY WOOD AI C JAMB l `TUBE MULLION I/8 JAMB ACT PJ TUBE2MULLION 3/8 j BUCK ' BAY OTHERS CONCRETE^UR MASONRY' 3/4- X 1-1/2- X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT Of THE DOOR.---_ 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2"LAG SCREWS.- 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) OPENING HEIGHT (NOT OVER DOOR HEIGHT) 1/4" X 1/2" LONG 16GA. GALV. STEEL FOR 16' X 7' USE CAK(2 TOP BRACKET WITH 1/4" X 3/4"14GA. ROLLER HEX HEAD SELF 6 HOLDER WITH DRILLING SCREW2 FASTENERS. 5 STRUTS 71 3" 18GA WIDE LONG HEX HEAD SELF (SEE DETAIL A) REWS. DETAIL DICAL STILE) 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/B" TRACK BOLTS. 63" (16' X 7') 42"(16' X 7') 54-(9' X 7') 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735- -1.6' X 7' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2- ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL. SEE DETAIL C 4"X 16" AIR VENTS 14 GAGE GALV. STEEL END (4) REQ'D. HINGE ATTACHED WITH (4) OR (120 SQ. IN. MIN. (5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) OPTIONAL, ATTACHED WITH 1 'e X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. (2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTS CENTER STILES (5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS (3 COLUMNS)---- 71 B1 16' ' (DOUBLE CAR) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS-\ USING (2) STRUTS.7 3" 20GA WIDE tvi�� isuwi�u » j� (SEE DETAIL A)a�r�ru�r��I 1jr 1:i - -. 20 GAGE END CAP 20 GAGE END STILES ALL MODELS EXCEPT 2" 20 GAGE END STILES - FASTENED 24 GAGE MODEL WITH TOG-L-LOCS TO PANEL. 750 USE END CAP OVER END STILES. © 1-3 8 POLYSTYRENE INSULATION 0 (SEE DETAIL C) OPTIONAL FOR MOD. 724 AND 730© C " Oc a 13 GAGE GALV. STEEL BOTTOM BRACKET 0 . ATTACHED WITH 2 FASTENERS 2' BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 0. 18 GAGE GALV. STEEL CENTER HINGE 20 GAGE STEEL' L.H. CENTER STILEILE 10.GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY .OTHERS. SECTION B—B 21 "(16' X 7') 33"(9' X T) 19-1/2', 21'OR 24" HIGH PANEL. 41 GALV. AND 5" PREPAINTED STEEL 26 GAGE FOR P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH I HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8'-O- 7'-0- +32.8 -37.4 +49.2 -NI 9'-0" 7'-0' +29.1 -33.3 +43.7 -49.9 -16'-0- 1 7'-0- +23.6 1 -26.3 FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A—AAl EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE END DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WrrHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 ; MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', G 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. (D 0 STILE, CAP AND RAIL. TYP, 6 PLACES, V AND USE LONG STEM ROLLERS. (/1 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8- HEX BOLTS do NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. „f > M G 2422 3/5/02 KDD F 2413 1 /25/02 WILLIAM T. DEMANN P:_ `��' _ E 2137 2/9/00 Consulting Structural Engineer. D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 ` ; C , B 1549 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242.0100 OTHER LOCATIONS. A 1449 (9-8-95) DOORS SMALLER THAN THOSE SHOWN -WILL WrrHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES NOT SATISFY IMPACT 1366 (1 1-01-94) (SCATES, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © DEBRIS REQUIREMENTS IN FBC INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. REV. E.C:N. DATE APPROV 7' 9' (SINGLE CAR) CENTER STILES dr CENTER HINGES (1 COLUMN) — I I-- 1.25" 3" 1 I-- 2.75" --) DETAIL A 3' 20GA WIDE STRUT 3" 18GA WIDE STRUT LOCK P.O. BOX 13858 ��T MAUMELLE, AR. V1T J1 SOR ])()OR 72113 �`��`�►�+ (501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 1o1ss3—e, s WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 @150%„ MPH, FBC DRAG± 1/64' NEXT LEVEL DEC. t .015 ANG. t 1' NONE PLO' —KALE DATE: DWG. NQ, 9/ 99— B-033 DRN. BY GDR SHEET 1 OF.3 OPENING HEIGHT (NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL 1/4• X 1/2• LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT 16GA. GALV. STEEL FOR 16'X8' FASTENERS FASTEN TO WOOD JAMB WITH ON 9'X8'.- 5/16• X 1-1/2" LAG SCREWS. 6 TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4" X 3/4" FOR 18'X7' & 18'XB' 16GA. 16'X8') HEX HEAD SELF SEE TOP BRACKET 13GA �18'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'X8') r16' X 8' & 10' X 8' DOOR SELF DRILLING SCREWS THROUGh 1 63"(18'X7') 72"(1a'X8) 72'(16' X8' 72" (10' X B') 4" 18' X 7' 63" �18' X e'3 63" (9' X 8') 42" (18' X 7') 48" (18- X 8') 48" (16' X 8') 48" (10' X 8') 33" (1 B' X 7 ) (18- X 8') �39" 39" (9' X 8-) 3/4" POLYSTYRENE 21• 18' ' 24" �18' X 7X 8'; INSULATION STANDARD FOR 24" (16' X 8') -� 24" (10' X B') MODEL 735 15•(18'X7') - 15 i (18' X B') ' OR 24? IGH" PANEL GALV. 2 ROLLER WITH 7/16 DIA LONG STEM. TOP AND BOTTOM - - TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16 X8, 18'X7' L.H. WITH 7/16" DIA. & 18'XB'. LONG STEM. RAILS B STRUTS 3" 18GA WIDE (SEE DETAIL A LOCK OPTIONA SEE DETAIL - USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'XB'. TIRE. STEEL iU o " 9' X B': 10'X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18' X 7' & 18' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. (� /-20 GAGE II I% / END STILES 16'X8• & 18'x8DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END' STILE -- AND PRE- ZATTACHED GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 5" 9'X8'3 BRACKETS 16X 8(4 BRACKETS) PAINTED STEEL WITH 1/4• X 3/4" 10' X B' �4 BRACKETS; 18. X 7' (7 BRACKETS) 26 GA ALL LONG HEX HEAD SELF 18' X 8' (7 BRACKETS) MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED �50�• MODEL (2 PER VERTICAL STILE) 4 STRUTS WITH TOG-L-LOGS TO PANEL. 1-3/8" POLYSTYRENE 3" 20GA WIDE USE END CAP OVER END STILES. - INSULATION OPTIONAL (SEE DETAIL I It A) DETAIL C) FOR MOD. 724 & 730. 13GA GALV. STEEL 4"X 16" AIR VENTS BOTTOM BRACKET S2) REQ'D. g ATTACHED WITH 3 (60 SO. IN: MIN. 2• FASTENERS (16'X8'), TOTAL OPEN AREA) V..4 FASTENERS (18 X7 OPTIONAL.---_ r� & 18'X8'). 2 FASTENERS (9'X8') SECTION B B 18 GAGE GALV. STEEL CENTER HINGE AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS --1 �- 1.25' TO PANELS. -10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 3- P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT I POSITIVE NEGATIVE POSUNE NEGATIVE 9'-0• 8'-0. +25.5 -29.1 +38.2 -43.7 10'-0' 8'-0" +33.0 -36.9 +49.6 -55.3 16'-0' 8'-0" +24.3 -27.3 +36.6 -•41.1 18,-0" 8'-0" +27.3 -30.7 +41.0 ,: -46.0 18'-0" 7'-0' 1 +27.3 -30.7 +41.6 6 STRUTS - 3" 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C- 4"X 16" AIR VENTS (4) REQ'D. (120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL.. ALTERMTF CONSTRUCTION USING (2) STRUTS. i. (4) REQ-D. OPTIONAL. ©CENTER HINGES (5) COLUMNS (120 SO. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTR. UCTION t OPTIONAL SSB GLASS LIGHTS US .STRUT57 . p 16' (DOUBLE CAR) OPTIONAL SSB GLASS (SEE DETAIL A) i 4'X 16" AIR VENTS i B 8' (2) REQ'D. B 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL.1 CENTER STILES & C (SINGLE CAR)HINGES OPTIONAL �LOCK DETAIL A 3. 18GA WIDE STRUT WILUAM T. LINDEMANN ' P E •j DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B•, 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. ., DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE.INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE INDOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. NOTE: 1/4--20 /4 N 20 X E5/8TO BE - HEX BOLTS & NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. Consulting Structural Englrl`eer S` 1140 Anderson StreeT Clermont, FL 34711 (352) 242 - 0100 NOTE: GLAZING DOES NOT SATISFY IMPACT © DEBRIS REQUIREMENTS IN FBC G 2422 3/5/02 F 2413 1/25/0, E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 1366 REV. E.C.N. 1I p CENTER STILES & C� (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 �7�r� V MAUMELLE, AR. 0 1Y1LL�Y1 SOR DXMR 72113 (501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-e, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC '9-8-95) (5¢.d•.A-) NEXT LEVEL I DATE: I DWG. NO. 11-01-94) (SCATES 19/14/94 99-B-033 SCALE PLOT SCALE DRN. BY SHEET 2 OF 3 DATE APPROV. NONE 1=1 GDR OPENING HEIGHT (NOT OVER DOOR HEIGHT) 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. 6JNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16'X8'& 10'X8'DOOR 2" ROLLER WITH 7/16' DIA. LONG STEM. TIRE: STEEL 10 BALL 18' X 8' DOOR 2" HURRICANE ROLLER WITH 7/16" DIAL LONG STEM. TIRE: STEEL 10 BALL f 9'X8' 2" ROLLER WITH 7/16" DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS: SEE DETAIL C. 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 , s'x8' & 18'x8' POP RIVET TOP AND BOTTOM OF ENDCAP � 19-1/2', 21" TO END STILE —� I - OR IGH U W PANEL HGALV. AND PRE- 2- GALVANIZED STEEL STRUT. 5 10' X 8' �4 BRACKETS;3 BRACKETS18' X 8' �4 BRACKETS7 BRACKETS; 26 GA.DALLELL SE ATTACHED WITH , X 3/4" LONG HEX HEAD SELF MODELS IXCEPT DRILLING SCREWS. 20 GAGE END STILES -FASTENED 24 GA. MODEL (2 PER VERTICAL STILE) WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. 1-3/8' POLYSTYRENE (SEE DETAIL C) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 y' FASTENERS (16'X8'). 4 FASTENERS18'X8'). 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (lO'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - I I - 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. USE FOUR FASTENERS -RAILS ON WXB'.-� p 10 STRUTS - 3' 1BGA WIDE (SEE.DETAIL A) USE TWO EXTRA SELF DRILLING LOCK OPTIONAL SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA SEE DETAIL C LEAF OF HINGE SELF DRILLING AND END STILE, SCREW THROUGH ON 16'x8 AND L.H. TOP LEAF OF 18'XB'. HINGE ON 10'X8'. - 9' X 8': 1 O'X 8' 20CA. END CAP, NO RIVETS. 16' X 8': 16GA. END CAP & RIVETS. 18' X 8': 13GA. END CAP & RIVETS. i RAIL P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POS117JE NEGATIVE 9�- 8'-0" +25.5 -29.1 +38.2 -43.7 10 8 -0' +33.0 -36.9 +49.6 -. 5.3 1 8'-0" +24.3 -27.3 +36.6 -41.1 ,8 '-0' 8'-0" 1 +27.3 -30.7 +41.0 I -46.0 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS. 2' GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE 16GA. (16'X8') 13GA 18'XB' HEX' HEAD X SELF DRILLING SCREW DETAIL D 72: 118: X B.) 72(16' X B') 72" (10' X B') 63' (18' X W) 63' 9' X 8') 48" (18' X 8') 48" (16' X 8') 48" (10' X 8') 39" (18' X 8') 39- (9' X 8') 24" (16' X 8') 24" (10' X 8') (18, X 8') 3 c 20 GAGE END STILES Oc B STRUTS—/ 3' 16GA WIDE (SEE DETAIL A) • LOCK OPRONAL--., SEE DETAIL C— D ETAI L C 4'X 16' AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL. SSB CLASS ALTERNA CONSTRUCTION USING (2 STRUTS./- 4'X 16" AIR VENTS (2) REO'D. (60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL-- CENTER STILES & (SINGLE CAR) HINGES (1 COWMN OPTIONAL OPTIONAL SSB CLASS B' 4'X 16" AIR VENTS IS' (DOUBLE CAR) (4) REO'D. CENTER STILE (7) COLUMNS (120 SO. IN. MIN. © CENTER HINGES (5) COWMNS TOTAL OPEN AREA) OPTIONAL ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS UGHTS� USING (2) STRUTS 7 1 16' (DOUBLE CAR) B STILES (j) COLUMNS HINGES OPTIONAL SSB GLASS LIGHTS ALTER USINGN(2) 4'X 16' AIR VENTS (2) REVD. (60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILES & (SINGLE CAR) HINGES (1 COLUMN OP N*4AL 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. In TM\TT-% 7-71 �-- 2.75- -i 3�/% U . G 2422 3/5/02 KDD MODE 3' 1EGA WIDE STRUT WILLI:AM T. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Structural Engila er LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Streit PITCH > 10% DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B © Clermont, FL 34711E 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. ' (352) 247 0100 Jg � AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR q 4` OTHER LOCATIONS. • t, , DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES NOT SATISFY `IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © DEBRIS REQUIREMENTS IN FBC INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. F 2413 1/25/02 E 2137 '2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 (9-8-95) 1366 (11-01-94 EV. E.C.N. DATE B P.O. BOX 13858 MAUMELLE; AR. 72113 (501) 562-187 724, 426, 730, 735, 750, 550 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ®150% MPH, FBC 120 MPH EXPOSURE "B" 6..>6.,.) NEXT LEVEL PLOT KALE DATE: 9/14/94 DR GDR DWG. NO. 99—B-033 ,ATEs) PROV. NONE SHEET 3 OF 3 y, FORM 600A=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: 2a((,0 G1_l5C)d (,E Gtt->-G(..67 Permitting Office: City, State:,�-3hoFOQS),�- m�93 Permit Number: Owner: S), Q . \AOZTON Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 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 (ft) 2284 ftz c. N/A 7. Glass area & type _ _ a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC�- sir�l, e.pane 0.0 ftz _ HSPF: 7.90 d. Tint/other SHGC _,double pane 0.0 ftz b. N/A _ 8. Floor types a. Slab -On -Grade Ed a Insulation R=0.0, 161.0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=11.0, 320.0ftz 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 ftz _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ftz _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 330.0 ft' d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft' _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: 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 PASS Total base points: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:� Q�e DATE: a3 02 I hereby certify that this building, as designed, is in compliance with the Florida Energy -OWNER/AGENT: DATE: �Iza�t t3 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. gFiE STgT�0 BUILDING OFFICIAL: ALT.A95 DATE: 07V ry� c A aucnrm� EnergyGauge® (Version: FLRCSB v32) FA ' FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , 91 PERMIT #: BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 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 l 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 I 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 1 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®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2284.0 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 50043.1 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 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 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 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 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 10225.1 10225.1 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 Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 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 + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 15199 _4828 = 1311.8 _ - 33145 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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 >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from ' conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3. Exhaust fans vented to outdoors, dampers;s�tioaspace:beaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL DISPLAY CARD I EW ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. PNOWNWAN 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 (ftz) 2284 ftz c. N/A 7. Glass area & type _ _ a. Clear - single pane 259.0 ftz _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 7.90 d. Tint/other SHGC - double pane 0.0 ftz 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, 320.0W _ 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 ftz _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ftz _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft' _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ftz _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) STgP� in this home before final inspection. Otherwise a new EPL Display Card will be completed OjZHE �° based on installed Code compliant features."' ` '', r mn „ 0 Builder Signature: Date: t6'3 C7 no Address of New Home::2,4L, G1.L15�/� Gtf? - City/FL Zip:siJ )i, azn� f�Cop WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY 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 For: DR HORTON Notes: DR HORTON--MODEL 2289 Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss ' 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 2284 2284 Volume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure - - _ " " - 30-460 Btuh Ventilation --- - - —'-_ -1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh 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 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1600 cfm Cooling air flow factor 0.053 cfm/Btuh Load sensible heat ratio 81 % Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite ResiderdialT" 5.0.64 RSR26016 2002-Mar-01 08:28:50 / 0C ,'k E:\Files\DR HORTON 2002\2289\2289.rsr Page 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, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 OF 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 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 OF Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 125 cfm = 3692 Btuh Procedure u - equipment 5izing loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF 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 gr/lb 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 Bold1halic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wf Ight50ft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 /CCIA E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2289 9.22.00 MANUAL J: /th 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 ft 3 Room dimensions &0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool &0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg Clg (ft') Htg Clg (ft') Htg Clg 5 Gross a 14B 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 "«' "" 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 ..,. ..,. 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 d0.0 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 42 "" 849 0 "" 0 0 "" 0 0 "" 0 glass doors NE/NW 0.0 0 "" 0 0 "`"` 0 0 ""' 0 0 •"` 0 Cooling E/W 56.8 210 "" 11919 7 "" 381 0 "" 0 32 1741 SE/SW 0.0- 0 "" 0 0 "" 0 0 "" 0 0 "" 0 South 30.4 7 "" 224 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a.,11A 18.9 12.7 38 717 484 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 O.Oi 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 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 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 01 0 0 0 0 0 0 0 01 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. of 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 297 7712 2479 7 182 58 0 0 0 32 831 267 13 Subtotal loss=6+8..+11+12 •"' 33017 '"' •"' 1664 "" "" ' 923 "" "" 2745 "" Less external heating '"•` 0 "" •"` 0 "" "•" 0 ,"` '"` 0 •••• Less transfer ""' 0 «•, ••`• 0 •", ••,• 0 "" "" 0 `"• 14 Dud loss 10 °/ 3302 "" 10 % 166 •"' 10 °/ 92 "" 10 % 275 •"' 15 Total loss = 13+14 "" 36319 "" "" 1830 '"' "" 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 cooling "" "" 0 "" '«" 0 '«" "" 0 "" "" 0 Less transfer "" "" 0 "" "" 0 "" "" 0 "" "'« 0 18 Dud gain 10°/ "" 2769 10°/ "" 75 10% "" 21 10°/ 1-247 19 Total RSH gain=(17+18)'PLF 1.00 30460 1.00 "" 830 1.00 "«' 235 1.00 "" 2720 20 Air required (Cfm) 1600 1600 "" 81 44 "" 45 12 "" 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoft Right -Suite Residentiall" 5.0.64 RSR26016 2002-Mar-01 08:28:50 /MCA E:\Files\DR HORTON 2002\2289\2289.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 32746-6206 Phone: (407) 831-2665 MHNUAL J: ttn to. 1 Name of room UTIL 112 BTH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft] heat/cool 8.0 ftj heat/cool 9.0 ftheat/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg Clg (ft') Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 0 •"' "'• 0 •"` •... 311 "" "" 81 •'•• ••'• Exposed b 12C 2.9 1.9 0 '•" "" 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 ..., «» 0 ,.,. .,., 0 .... .... 6 Windows and a 1C 37.0 0 0 '•" 0 0 "" 0 0 10 370 glass doors 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 doors NE/NW 0.0 0 "•' 0 0 "" 0 0 "" 0 0 "" 0 Cooling EMC 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 Horz 0.0 0 •••• 0 0 "" 0 0 ,•,• 0 0 ••" 0 8 Other doors a'' I 1A 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 14B 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 01 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 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 floors) If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 "" 460 "" "•• 1063 "•` "" 5806 "•` '•" 1546 "" Less external heating '•" 0 ••.. "" 0 .... "" 0 ••.. "•` 0 •"' Less transfer "" 0 "" "•' 0 - •••• 0 `•.. "" 0 "" 14 Duct loss 10°/ 46 •... 10°/ 106 '•'• 10% 581 "`• 10°/ 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 cooling ••,• •••• 0 •••• •••• 0 ",• ••,• 0 •••• •••• 0 Less transfer "" "" 0 "" "" 0 "" "" 0 •"• "" 0 18 Duct gain 10, "" 68 10% "" 43 10% "" 568 10% 210 19 Total RSH gain=(17+18)•PLF 1.00 753 1.00 "" 469 1.00 "" 6253 1.00 "" 2311 20 Air required (cfm) " . 22 40 •"' 52 25 "" 281 328 "" 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACC-k E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2289 9.22.OA MHNUAL J: Rn LO. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 ft 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg Clg (ft') Htg I Clg (ft2) Htg Clg 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 .... .... f 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 () 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 16 ""' 319 0 '•" 0 0 "" 0 0 "" 0 glass doors NE/NW 0.0 0 '•" 0 0 "•' 0 0 "" 0 0 "" 0 Cooling EIK 56.8 fA "" 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 Horz 1 0.0 0 "" 0 0 "" 0 0"*' 0 0 "" 0 8 Other doors a '11A 18.9 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 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 01 0 0 0 0 0 0 0 01 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 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 "" 9473 "" "" 2012 "" "" 1807 "" '•" 310 Less external heating .... 0 "" "" 0 ««" '•" 0 "" "** 0 "" Less transfer •,•• 0 `... `•.. 0 »•• ••,• 0 "" "" 0 `.. 14 Duct loss 10°/ 947 "" 10°/ 201 "" 10% 181 "" 10°/ 31 15 Total loss = 13+14 "" 10420 "" "" 2213 '»' "" 1988 "" "" 341 16 Int. gains: People @ 300 1 "" 300 0 "" 0 0 "" 0 0 '•" 0 Appl. @ 1200 0 ,,•• 0 0 ••*• 0 0 •••, 0 0 •••• 0 17 Subtot RSH gain=7+8..+12+16 "" "" 6927 "" "" 1890 "" "" 1739 `•" "" 326 Less external cooling ,••• •••• 0 «•• ",• 0 •••• •••• 0 "•• ••*• 0 Less transfer "" "" 0 "" "" 0 "" "" 0 `•" "" 0 18 Duct gain 10°/ "" 693 10°/ "" 189 10°/ "" 174 too/ "" 33 19 Total RSH gain=(17+18)`PLF 1.00 "" 7620 1.00 1 ***' 2079 1.00 "" 1913 1.00 "" 359 20 Air required (cfm) 459 400 '*" 98 109 "" 88 100 -* 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�g1 lt5oft Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Mar-01 08:28:50 .4CC-N E:\Files\DR HORTON 2002\2289\2289.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 MANVAL J: rtn La. 1 Name of room LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 It 4 Ceiings Condit. Option 8.0 fti heat/coot 8.0 ft heat/cool TYPE OF CS7 HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft') Htg I Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 "" "" 0 "-` -'-` "" "" "" `••. Exposed b 12C 2.9 1.9 96 ""' '"` 328 "-` "" "" "" "" '•" walls and c 13C 3.2 1.2 0 "" "•- 0 "" - -"- "" "'- - partitions d 0.0 0.0 0 '••' "" 0 "" .... "-' "-' "" •... e 0.0 0.0 0 .... .... 0 .... .... .... .... .... .,,. f 0.0 0.0 0 .... .... 0 .... .... .-.. ,... .... .... 6 Windows and a 1C 37.0 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 e 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 Cooling ENV 56.8 0 0 32 '"'" 1741 SE/SW 0.0 • 0 "" 0 0 '-" 0 South 30.4 0 "" 0 0 "" 0 "" '•-` Harz 0.0 0 "" 0 0 '*" 0 8 Other doors a 11A 48.9 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 14B 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 1f 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 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 Boors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 "" 1750 "" "" 3458 »•` "" "" "" Less external heating "" 0 "-' "" 0 "" "" "" "" '•" Less transfer "" 0 "•' "" 0 `-" "" "" '--' "" 14 Duct loss 10 °/ 175 "" 10 °/ 346 "" % 15 Total loss = 13+14 "" 1925 "" "" 3804 ""' "" 16 Int. 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 cooling ••'• ,••, 0 "" `... 0 •"` •••• •... ••`• Less transfer "" •••• 0 •"` "" 0 "•• •••` •••• ••,• 18 Duct gain 10 % "" 142 10°/ "'- 305 °/ "-' 19 Total RSH gain=(17+18)`PLF 1.00 "" 1565 1.00 "" 3353 "" •'•' 20 Air required (cfm) "" 85 82 "" 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wroyF1t50{t Right -Suite ResiderrtialT"5.0.64 RSR26016 2002-Mar-01 08:28:50 AC-C-N E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 I RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T 'A A W L Z E M D G Z L O X Y T M R R 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 wrightsoft Right -Suite Residerdiall" 5.0.64 RSR26016 2002-Mar-01 08:28:50 Ar_CA E:\Files\DR HORTON 2002\2289\2289.rsr 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 „� wrightsoft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Mar-01 08:28:50 ,4CA:* E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 r f �-. V VCRLEE I-DS 1-1. L-11- i ;;• 3, bo h duct to r f cap WASTER BEDR00Y ICRA an e� cr 5' rcJ�•.r 10.6 1-1 12.6 l.cd IS 113 j� 8.4 I.cd ' - il 10 4 -' --' 8.4 I.cd 25 10 GUN. r1 1' W yer duct to l' cop ' 42X42 A/C SLAB "` 6 BY BLDR MIN 3' both duct 1 2' FROM WALL :%fun°f `a° 1 L-` orr. o. rDi. W �b GARAGE a' 16, Main 1 i p0 1 1 i 1 1 L.e c. so nn .ewa -rmmY �K� m 12.12 I.ca 330 scat. '1/8,•1'0, �—N— 3' both duct t0 rppf cop :AEN 1 D66 10.6 l.cd 120 O Y i ; . 1A TON VnOKV 22/0V IPH 18.16 peen �� platfprn by Ii .- -_--J bid, - 16' ROOM 10, +�� 6 6- 1. 1. 1 200 9, 1' B ce 'nD MNC ohu ROOM ..wrFa os I1.8 l.cd coo zs...! Y ] w ( (o BDRY.#3 BDM./z was a+m 10.6 Ilt-cl00 10.6 I.ca 110 Q 12.12 r. 14.11 rap 3. �~ Ir I�LJ 10.6 l.cd „ 10.6 c 10 11 10 OYTIONAL LO BDRY./3 1, u u 11 7' ►1.G 1i 11.11 rag w.anm or )2.6 I.cd 173 N CC) G c) chi S LL N m }> z > (� N CL > (v O O CC ,. �2 -------- o O O O = ON CU () co Q' Cu ai -J QOJ Q1Q Rating z o r N m �z 4 C ow� _ ,m^a i 'T MiTek® February 13, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I217751.5 thru I21.77546. Total : 32 drawings. Job :DR2289A Builder :D. R. HORTON Location :BAKERS CROSSING, LOT 211 County : S E MINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 32 Truss drawing. 2) Truss Index. Febniary 1.3, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. _ 1. . .. �xL�;a�..'y:_ .,. �.. .a,4t .. .. ai .., y. .i. �?w iFl� ,•. t;., :�,•�q�h "ti;v�$t..,�y:� µ,t...ti `x.. e. ^�.r "�'1�3b: "�rr� Y. 9k :: ,.. � ,y,�vy ,ny �agdw- ,,F_'..'p.. zf��,-tr•�""?x-... �.+� d+ i .. - •-..J._,,,�� a .:.tt: t.. , M .t,. ,a.s' *,., r S."'_ a•- - X,�,,;� •- Y, P.�xd •MC+ ,h'a .tc �,• ,7r' .Y" _ - ti' -ram. `�"'' ts'1 7 4 TRUSS INDEX OF JOB DR2289A r Trusses included=32 0,"\DR2289A\a.tre" 12177515 ' 1,"\DR2289A\al.tre" 12177516 i 2,"\DR2289A\all.tre" 12177517 3,'1DR2289A\ala.tre" 12177518 ; 4,"\DR2289A\a2.tre" 12177519 f 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 12177521 7,"\DR2289A\agab.tre" 12177522 8,"\DR2289A\b.tre" 12177523 9,"\DR2289A\bl.tre" 12177524 10,"\DR2289A\bb.tre" 12177525 11,"\DR2289A\bbgab.tre" 12177526 12,"\DR2289A\bgabl.tre" 12177527 13,'1DR2289A\e.tre" 12177528 14,"\DR2289A\egab.tre" 12177529 15,"\DR2289A\f 1 8.tre" 12177530 16,"\DR2289A\f19.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,"\DR2289A\f23a.tre" 12177533 19,"\DR2289A\ff19.tre" - 12177534 20,"\DR2289A\fgl9.tre" 12177535 21,"\DR2289A\fg23.tre" , 1 2177536 22,"\DR2289A\fg23a.tre" 12177537 23,"\DR2289A\j.tre" 12177538 24,"\DR2289A\k.tre" 12177539 25,"\DR2289A\ka.tre" 12177540 26,"\DR2289A\I.tre" 12177541 27,"\DR2289A\la.tre" 12177542 28,"\DR2289A\m.tre" 12177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31,"\DR2289A\s.tre" 12177546 No, 4.5161 STATE OF �V I '.f x March 13, 2002 ®{VARNIN,G . Vir jy dsiTgn pai am2vmwan , ! ! ES• ON Tffi3 ANDfR 2 SE SfDi: BB FORS: x� rr TM Deslxgacvalid t`Yo -use onl �'wlth Milek'rooitnecloi .<fhis,de." n'tbttiased,on `'r--``� �i �' ''` "'� '� "' ,•�.u-.r y,,,,,.:.._Y*..,;.. _ .,.. N upon.Paramelersahown cnd[ foron Indlvidualpbukllnp`com nenl fo be-,� >`Installedtandebpdedwedkapy ^Appl�gbi6tp8f deapn.par meters and propeiincaporotionrof ec�ent k�iesponsiblllty.ol�bwildln'9�lrd�+eslpne7,�'` n �fruss4 �_ ;. _ _ t '. .-�`g,^designeiBraclnq,shown'k for.laferal supportsof?IndNkJual-webmembers only; Atlditbridtem:po'i6rlifbiacinq:fo Insurerstabillfr'durlripFcdnsfrucfbn°k 1Fie^ •'+;'; - Q', ".t t} IN .J?responslbitlty ofFihe erectot;•Addttlon6hparmarient$tir?gcl q�ot'fhe overall `stiucturo-'•ikteth"ejf;`resp n'slbpityofth8-bulldlnpdesiq" e'iiEorq� erals'giklancent .,yd�'c x•'°k",t: w # .r�.ys k,. , s regarding fabrlcctron,'quallfycontrdl, storage; dellvery'el, ctbn and bracing;`consult OST=88 Gualify'Staridarb, DSB•89'Braclnq Spe Hlcatlon and 1i18.91 9u- f Handlln4 in' alllno and Bracing R*commcvallablefrom Truss Pbfe Instlture 583 D'OnoUb Drive Madkdn, WI53719. ' �£ s� - M �rte 1�'r® - ..ark.:i-d45r•'P., 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. ,All *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401�1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS ca Q cc WEBS JS cc o � V O d 1�ti u V O a C8 c7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N -- fal MiTeko TM PANEL CLI P ® HYDRO -AIR O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. 4 1 Job Truss russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RTON 2289 A 12177515 DR2289A A 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 3 1 � (optional) U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: 4 2002 Page 1 1-0-0 6-1-4 11-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale = 1:41.7 4x6 = 4 6.00 FIT 2x4 2x4 3 5 6 t - � t l o 3x4 = 8 7 3x4 = 3x4 - 5x6 = 7-1 1-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets KY): [ :0- - 1, [5: - -15,0- - 1, [7: - - -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/deft = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081/0-4-0, 2 =1 172/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 = 1510, 7-8 = 1035, 6-7 = 1509 WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 1b� .NOV- LOAD CASE(S) Standard r r Y I . No. 4.5161 -o a ` ix 1 U .. •31'A0 '`�S•• ' o R 1oa�,�,��► March 13,2092 h?4,..* . q wnrW ® WARNJNO Verssign parameters and READ NOTE9 01V Tffi3 AIVD"R6,tVsE�1rIZSBiSID�EµpBEPbRFrUSE3irx M® 'tr r -I� f i '. .. . • 'r ;. .. d) .' .�C• .�.tlo,!"'[iwr i.0 ..- , '4 yyi'd :. Design valid for dse only wlifi MITek connectois.`IhIS ciesign'Isrbased only upon'parameFers shown <and Is for do IndN1d ilding;comp-,.e t -. 2. ]. -v... t�,•. i ,rF rv:/�t4i*IF 2+"A:r1ay"+Y'Zx=, ia,A/ ,.. Installedondboded�vedbally. Applabillty:o/de'sign'pdiameteisdndpropeilncorpoiatbnaofcomponenfkiesponsibllltyolbultin¢.de�'I'gn@-- otss''-'�'? '�" 'e4' ''t •--^ - ' designef`Bracin shown k for loteral.'supporf:of IndlVidual'web'membeis on '`"'`� 1t b g` ty:'Additbnal tempolary^bracin to'Insure sfdEiBity''.df'iiln c�i"nsti�*¢tlon C' responsibility of';fhe'erectoc Additional permanent 6r�clnq or the overall* k'ihe responslbliityiof'tiie our kJlrig'deslq.er. o'iaq}en'et$1 Sfr88' dCu iiy'Sfdndard, regarding fabilcotion, quality control, storage,'deIIVeiy, eiecf16n and bracing, consult- DSB•89`Bra6ing S11 HI8=91' Handling Installing and Bracing Recommondatlon available from Truss Plate Institute 583 D'OHofilo Dilve, Madlson, WI53719. "'rt "' `d - w� "�Z �yy�•e:C - 'S.:-:/r :,t't •,' - f"ail �� ..%?+2�:!C�S-; r -- Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates .to both sides of truss.and building designer, erection supervisor, property �8 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS 3, Place plates on each face of truss at each *_ For 4 x 2 orientation, locate NJ5o _ 0 Crjoint ' and embed fully. Avoid knots and wane plates/a" from outside edge of 0 o a _4, at joint locations, truss and vertical web, a o Unless otherwise noted, locate chords laces p' at /4 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular Plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 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 shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional MITek® engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 HY0R0-AFR@ • Job Truss Truss Type ty Ply H T N2289 A JUNAIDIE BUDIMAN PE #45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, Ft 33331-4627. (optional) ACCV-SPAN-T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: age 1-0-0, 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 2x4 = 3 2x4 II 5 8 5x8 = 6 ro 2 ro 1 [? O O : 3.00 FfT o 3x4 5= 3x4 x6 = 9-10-0 19-4-0 23-3-0 23-,41-0 9-10-0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 104lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 4-7 REACTIONS (lb/size) 6 = 7/0-3-0, 2 = 957/0-4-0, 7 = 1293/0-4-0 Max Horz 2=198(load case 4) Max Uplift6 = -97(load case 6), 2=-569(load case 4), 7=-7000oad case 5) Max Grav 6 =11 1(load case 7), 2=957(load case 1), 7=1293(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORD 2-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. B�U .,.•••.•i�•L•7•• LOAD CASE(S) Standard � • `QI� L',4 ., �I. -F' � �y fit`••• No. 4.5161 • '�` %• MATE OF � ,coF[�oa •: c..13,2002 ._ • r :. 4'*"c3"'fi g,...„,v - -..ham - -- - ®K NINOVer(�y dss$^ Pammet rt`d ES UNTHIS AND IIR.SPJ 8�6, EFORE US6'; }2 c `-' beslgntw�alld.E o'r-use on with= MlTek` odn ectois T k e hik based only upon parameTge�rs shown, a d krfoi;an InBlvklucr Id- In crimp 'nevi . tattie }1 �..• l:vr �- ., ; �x. aan... • < toa,; tM'r^cT�h�y+� y• �^,.• : a , ,. ..dt ya41H'h t e'm.} hnsi�alled+a bade verrledlly. Applka61-11i-f<deslgn par meters and proper'Iricorpotafbn of componenT k responsibllltyof dui n a�slgne 'x}} Sd'eslgner+�Srbclnq Ah Ik•Is for lateial`suppoif.ot:Indlvldudf eb'meinbers only.rAtldltbnal1temporary to Insure s1abI11tQidqrinp r�sf(udtb" k�ihe :bi�clnq A ,`- ' .i '` 'esp,�ionslb111ty oLthexerector _ AddlTbndl. pe3flnaKenl�briscln of=the overall siruoture Is' tie%r�esporf IWIIty�oYzthe building 'd r gerieY� ukia ce ` •r _ _ ° . ivery,-eiectlorrand Guallf � atlol 8hd regarding idtirk8floh°quality control, sloraq'-` biaclnq, consult"O•ST 68 15ndard, bsB-89 Brabiny 5 HI8-97 Handling Installing''and Bracing Recommendallonavalbblejfrom Truss Plate Institute 583 D'Onofrio DiWie Madison, WI53719. '^''�i +""^" h NHTek� V A 'a-�x�r�? • :��.: . Symbols PLATE LOCATION AND ORIENTATION t 3/4 * Center plate on joint unless. dimensions indicate otherwise. Dimensions are in inches.•Apply plates to both sides of truss and securely seat. 0 cc 0 *For 4 x 2 orientation, locate plates 1/s" from outside edge of a truss and vertical web. 0 o *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 Cr O U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT Mrfek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 - WISC/DILHR 870040-N, 930013-N, 910080-N ,BEARING d ` Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019_ GANG-rJAJL ® HYORO,A/R ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. 7__..__ _ .._ - Job russ russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply HRTON 2289 A 12177517 DR2289A A11 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 (optional) U- AN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 Page 1 1-0-0 5-9-4 11-0-0 12-4-1 1 17-6-13 23-4-0 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 - Scale = 1:42.3 4x6 = 4x6 = 4 5 6.00 12 3x6 i 3x6 3 6 m 7 ro 2 ro 1 �o 3x6 = 11 10 9 a 3x6 = 2x4 II 3x4 = 5x6 = 2x4 11 5-9-4 11-0-0 112-4-1 17-6-13 23-4-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets (X,Y): [ :0-0- -0-01, [5: - -1, - - 1, [ -15, -1- 1, [ -13, - - 1, [ : ,0- - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.10 10-1 1 > 999 M112O 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1079/0-4-0, 2 = 1 175/0-4-0 Max Horz 2 = 189(1oad case 4) Max Uplift 7=-58O(1oad case 5), 2=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-1 1 =1639, 10-11 =1639, 9-10 =1139, 8-9 =1653, 7-8 =1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds -at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. i f f LOAD CASE(S) Standard• f �+'••. `�� * ' N0. 4 5161 r` �'•.. STATE OF {<`S'• y� 0 R 40a�'�� 1`:I;IrC. March 13,2002 :. ONfTH7S,''"." '"alld:`"igAw eion�y. wlihMlTek Don ecQ{ 1 hsed-Dory upon pars ors show , a d or;an Indlvldud`u_7z o taledaii'd,ksaded `vedk:oly: Applk'ablltty"'>-ofdesrgn meters and propel lnco�rpaatbn of}co Went.B�resp°onslblllfy.of�bu'I�'Inq- W11 Or, JL4 i + y t- x•.c. ll -i A 4�- a,�' � deslgner.48raclr�p�showrck for lateral suppoTHof;1nClvklual; web members Dory':Addltkmgl,4lemporarypt4raclnq,to Insuro siablBtyd�iingsco�slF�'ctb'n'k iesppnsl�blllty of •iha5-efeotor:'Addtt1onaI:I34A enen6e`_ "' ''of%the overall structur�;4!t,—h �s ii llV oY`ihe tiulkllnq'�desl�fi ei io gerie'4a1 qukia'nce - t .t ;_; .,�• - >' •r. •, - P <'a.+.•n-m, _, w rry x s�1� ,x. -w s✓.&{YWt .. regarding fabrl: t. n"quality control, storage delivery-ereatlon and bracing, consult OST=887Oualn'V Mbrnd6rd, DSB•8V Brc`clnq Specmcatlon and HIB 91 ® - Handling°Inatallln5pand Bracing Rocommendatlon ovallablefrrom Truss Plate Institute 583 D'Onofrb Dhve; Madison, W 153719, c: dY. -t •tea - • ...sF;S+' di�T. , - - . r.:'XctitLY1 r� i 4�L�`S + .f4 b� _-J I Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, 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 '�Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each ca Q other. o WEBS JS 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate ,� ; cr joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of � a �ti o = at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/4 �, 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 MIT®k/Gang-Nall Joint/Plate Placement Chart. PLATE. SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM01 Q0f9 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke ® MYORO,AW TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. !, Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N 2289 A 121775T8 DR2289A AIIA ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 6 1 (optional) —ArCU---SPAN-T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 01 Mi ek Industries, Inc. Wed Mar 13 08:51:05 2002 Page 1 1-0-0 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 " - Scale 1:42. 4x8 ' 11 4 6.00 (TT 2x4 = 3 2x4 II 5 8 5x8 = 6 M 2-. LM - o0 o- 3.00� 3x6 ; 5= 3x4 x6 - 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Pjates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4,SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2=198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 =1585, 6-7 = 1701 WEBS 3-8 =-532, 4-8 =1533, 4-7 =173, 5-7 =-356 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. !� i 1318 LOADCASE(S) Standard �Pll.,'A No. 4 51 E# ; -rs Or ' Y r(� Q •.r STATE OF r �0R1o��'r�Z' lar March 13,2002 W [`,� ie�,Y{�dkiign par+ametSrr'ar` � 'S ON THIS AND'1fEfSRSY+. ��+'•ORE t , ��,� ` c^� -�y�� • -- .fie" ��valld r,.use onty with MITek connoctors.x de , rt�i's based�onty uponpYaramete7ssho�wn, ndl�orFan IndNkJud b�uNdln. ,componeniRo,-! , _ .� - ;, �z ,�. . ,. a1 .filed anddlaaded "verticalry - APpl ablllty+ f `des' j pat meters and prdper Incotp tbn ty, of �iullil(nq'ybde"` ns n''�'I'com- ne 11sresponsibiil uss 'ry?sha n or total suppb'1"of �lA'tl147d� ��_5( eb _members only:' Addlibnal dempoiory' bac(n"g to lnswe Stablmy � u' np con`s/n etbn4k ftie "''F i _ - ' ;; s ,, .Ibtllty o. • , erectoi:•Additlondl per'md�f"`e�nNbSbf 11 _f`ot �ihe overall-sttuctur iti's-he�)espo''nsibillty of the"bulldinq c'esi�e ,Fo e^efa) uldance'_`; rega`idinq fabi�aildn`, qudilty control, sloPage,`deli eiyKei akin and braelnq, consult'+CST•61760-IHy St6nd6rd, DSB-89 Bibcinge�.S eClflc` 11on Handllnfl instdfilnp and Bracing Recommendatlonavallablefhom T'uss Plate Institute 583 D Qnofrb Ddve,-Madison , W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless- Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property "securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each c2 Q other. WEBS 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate NJo _ 0 _,� joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at r14 panel length(+ 6" from adjacent joint,) C6 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J11 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. FA RTH EST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is"to camber for dead load deflection, PLATE "SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ®� ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 16. Care should be exercised In handling, ��® PANEL TM erection and Installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORMOI B 01'9 HYYDRO,AW 0 . c. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N 2289 A 12177519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. ap 1 Pembroke Pines, A 33331-4627. (optional) _ A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 M! ek Industries, Inc. Wed Mar 13 08:51:06 2002 Page 1 1.1-0-0 6-2-12 11-8-0 15-6-4 1 19-8-0 1-0-0 6-2-12 - 5-5-5 3-10-4 4-1-12 Scale = 1:36. 4x6 - 4 3x4 5 6.00 rfF 2x4 = 3 2x4 11 6 9 5x6 = 8 ca, 2 3x4 = 01 3.00 (-1£ 3x4 ; 3x4 9-10-0 14-7-4 19-8-0 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2- X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case 4) Max Uplift2 = -597(load case 4), 7=-469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 =1093, 7-8 = 977 WEBS 3-9=-558, 4-9=1175, 4-8=-106, 5-8=168, 5-7=-1343 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. . 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. pp``��//�lGnn,//�_ ,tell '! LOAD CASE(S) Standard ! Y/ t` No. 45161 ; �;.••..� o to . r ! March 13,2002 '�� kAR�tlN�� dea�gn paramatai"�t1`andx � 07' SONTHI3 AliiD'ZRA Jr 4 iRES_U� "Nri . y r-, �e r %�'%r 9r4 Iq Y lid 10 se7enry with 1�ITek ca nactor��Trk�d n_Is based only upon.pargmeters sh w nd B for an Indlvk7u 13b' Ikitn 8 com on nl,to txri A 1st_- . 'ir. f Y l rA"i ,Xr9t+' Lv i PT? }6 ; -- rnstatled 'veri oily Applicablllty of design'+` crn"e�ers and'pidper;lncorporatbn of cornent H iesponsltillitybr Idl.ot-tiuss.�'' . shown Is`for lateral suppod of (ridlildt7� web inembeis only:`!A"ddltbnal;terli�i3°orary braclnq.4o Insure stabBlt° 'diiilr� onsfjuctbrr B the " 5�- responsyibilit rie ereclor��Addlibnal;p�'rrzn�`anent br�cl q;'of'(he-overall-siructur�e ktha•desp�dnslbllBfth'e'b01k1ingede oi' e r�ufdancer^_ c.. _ r-"S �o :..e^ _ . ' lreegaidinq consuB{'OST`88�CualiTiy'Sfcridard, DSB-89 9 coat fabr�atbn,'qudllty control, stora�e,'dellvery'erection�and braclnq, Biccl Spec nd.Hi6-91 . ®.� y _,Ma Handiing Installlrg.dnd Bracing Recommondctlon avallablefiom Truss Plate institute 593 D OnohbJDrl4e, Madkon, WI53719. .:',"_,'v''**��i; 'T�'j.^sd>`=. ? � Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 0 *For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web, 0 *This symbol indicates the ® required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 0 U a 0 F- JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE:_ SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dirrrension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 1CBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM 'ZAZ//�� L\ PANEL FORM618019 16 GANG -NAIL ® MY®R®1/iIR CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H R N289 A 16472 Segovia Cir. N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 (optional) A U- PAN-TH, L N W D, L, Mi a Industries, Inc. 4. 1 R1 S Aug 1 iTek Industries, Inc. Wed Mar 13 08:51:06 2002 Page 1 1-0-0 3-9-4 7-0-0 11-8-0 16-4-1 1 19-6-13 23-4-0 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 - Scale = 1:42.1 5x8 = 2x4 II 5x8 = 4 5 6 6.00 12 2x4 2x4 i 3 7 N��V 8 n 2 ro. [, Io 3x8 10 9 3x8 = 3x4 - 5x8 = 3x4 = 7-0-0 11-8-0 1 16-4-1 23-4-0 7-0-0 4-8-0 4-8-0 6-11-15 Plate Offsets (X,Y): [2:0-8-8,0-0-101, [4: - - -121, [ :0-2-1,0-2-1 1, [7: -1--1-151, [8:0- - -1 1, [-1-15,0-1-81, [10: -4- -3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 be bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=135(load case 4) Max Uplift8=-1281(load case 4), 2=-1487(load case 4) FORCES (lb) - First Load Case Only TOP, CHORD 1-2=17, 2-3'=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 724.8Ib up at 16-4-1, and i] 603.2Ib down 725.016 7-0-0 bottom Design for is delegated to the. and up at on chord. unspecified connection(s) building designer. '� '"fir "•,.'7s! 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. r' . LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-160.3; 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 ; �r". 4TATE Concentrated Loads (Ib) F •' Vert: 11=-603.2 9=-602.7 16. .. d R ��° • March 13,2002 - '�'- ,r8 v y. r, ,., y r vr. 'L t•i, '.� - �-f`�.-7'",.;� --� :c-.. ��r tih ydesi ra '.nal" i t.. r3ONTHI A1VDfi � rf 1 RE U5E `a7 ' y saw I N < R^v Y s nTvrBA forms' on rwRh y pplkaMfe c n, tdrs Thk !S bdsed'-onl fuPon•p"aa deter oppw�rynag-�a�ndpis foreana indlvld dl Ing7co n n t be s� seal .a 4erik;a a511119 ol�deslgn Meters and proper'Irfdorpoiaatton b'1 OarnPo�e^t B responsiblllty of, Ild(Flg des t'iruss - -Wv _ _ b scene, 1 g shown k:'for e'ral supporf ofilndlvkiGgf eb members only' A°ddillor cl to °porC y b�acing to Insure.'sibi ll t� d on fi(i flbn k the ' "�.T " e�`erectoi:"Ad�ttloiitil'" ma^entyt�rbcln ihe eAthe, '816`yM-the"bOlIdI'h' o res'" ns161111 of"tl overall'st'16CA re"spo Bracing ", `" ' "'}i�eq iding tabik afbn; quality control, storage, i]ellvery''eieotbn and bracing, consult GST-88 Gualtty Standard,' DSB-89 SpeclflcatloR nand HIB•91 ® Handling Insialllnp and Braclnq Recommendatloncvallable,from Truss Plate Institute 583 D O;nohb Ddve„Mddkon; WI53719. q`.�+5'��''",= r't w-y a- - . - - • +.. Yy.4 Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 Q *For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web. *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 cr U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mtek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. r WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLAM •SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MITeko TM � PANEL '-. O .- CLIP FORM01801,9 ciuuG-wuL ® HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. u?. c DR2289A A9 ROOF TRUSS Pembroke Pines, FI 33331-4627. Scale 1:41.7 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP LUMBER BRACING BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. FORCES 0b) - First Load Case Only NOTES 1 ) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition,[[ partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard March 13,2002 imp "d-RWOM, ,qncGsMqea--ver1lca1rW-A P Symbols Numbering System ®General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t�i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely,seat. 'fie J2 J3 J4 owner and all other interested parties., ye„ TOP CHORDS 2, Cut members to bear tightly against each �- a Q other. Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� a Q �' ; joint and embed fully. Avoid knots and wane plates from outside edge of o o_ 1z u at joint locations. truss andd vertical web. 10 a o 4. Unless otherwise noted, locate chordsi splices p14 at I panel length(+ 6" from adjacent joint.) c8 C7 C, BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is anon -structural consideration and Mitek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the din -Tension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N,_910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at ' 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. M1 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. © 1993 Mitek Holdings, Inc. ... CLIP FORM018 019 rraroG-nwi� �. I'Ii®Q®-AIR ® `' Job rus Truss Type JUNAIDIE BUDIMAN PE #45161 ty y TON 2289 A 12177522 DF12289A AGAB 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, Fl 33331-4627. (opti nal) CCU-SPAN-TH, LONGWOOD, FL 4.201 SR1 s Jan 2 2002 Mi ek Industries, Inc. Tue Mar 12 13:06:29 2002 Page 1 5-2-4 9-10-0 14-5-12 19-8-0 120-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-0-0 Scale 1:37.3 4x6 4 6. 00 F1 -2 �3 5 R 2 7 r-1 6 7 1? 3x4 8 3x4 5x8 9-10-0 19-8-0 9-IG-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3.01, [18:0-0-0,0-0-01, [18:0-0-0,0-0-01, fl9:0-0-0,0-0-01, [20:0-0-0,0-0-01, [21:0-0-0,0-0-01, [22:0-0-0,0-0-01, [23:0-0-0,0-0-01, [24:0-0-0,0-0-01, [25:0-0-0,0-0-01, [26:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 LurrTber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 13CLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TQ 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP. No.3 OTHERS �2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2 = 161 (load case 4) Max Uplift 2 = -587(load case 4), 6 = -587(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOTCHORD 2-8=1204,6-8=1204 WEBS 3-8 = -360, 4-8 = 531, 5-8 -360 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind., If porches exist, they are notexposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI[TPI 1-1995 criteria. 13 6) THIS DESIGN CONFORMS TOFBC 2001, BASED ON THE PARAMETER INDICATED. NVE ............. LOAD CASE(S) Standard No, 4.5161- 0&2, Wh od-1 15-, 140, w'-p--n-ot", hb�' 0: 0-1-21 rin t"K 3 1 r1my pe c5FrWdf0K1% 110,10161, - iereis and lorc -6 nt.� u I � ' nqlhOwn ISr I Fal i(A7""' FIS-- .4"ernben; 6rity- A'dd*fi'0Rc&fif&l�M_6ry ofacing to lnsi.�,e 110'rdrig Z8613struct A is -the c" ,V-1, 1h-- rldpino oflne OVe1011-ST[W leleCTOCI lilt, q;lUf&,6toi�, l6n Irw ik5ni'and 'ira'cInq.-,`rP'& A 4- 1 6 10L 6 n., a Fe brain ;jt6;� qualli tiol, s I` I and Bracing I from Tiuss Plate Madison, WI 5VI 9. Symbols (Numbering System ®General Safety (Votes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. '/„ `-- 'fie J2 J3 J4 -TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each T cz Q other. WEBSNO 0 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate 0 _ ; Q �' joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of V o_ a at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chords Ilces p i�,C at �/4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST RTHTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is'{o camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ®� ® 14. Do not cut or alter truss member or plate without prior approval of a professional M oTek® engineer. 15, Care should be exercised in handling, TM PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM01801,9 GANG -NAIL MY®R®,AAM •. Job uss russ ype JUNAIDIE BUDIMAN PE #45161 ty ly H RTON 2289 A 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines-FI 33331-4627. (optional) -ACC-U-SPAN-T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 90C Inc. Wed Mar 13 08:51:08 2002 Page 1 -0-? 6-10-8 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5x8 7 3x4= Scale 1:56.7 6.00 F12 6 ge 5A 5x6 4 8 2x4 11 3 9 3x8 3.00 FT-2- 2 0 3x4 IX61 0 3x4 4x6 11 6-10-8 13-5-8 20-4-0 6-10-8 6-7-0 6-10-8 Plate Offsets (X,Y): [2:0-4-8,0-2-11, [4:0-3-0,0-3-41, [5:0-3-0,0-3-41, [6-.T-3-3-,Edgel� [1-0-:0-73-10,-0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD. 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (lb/size) 6 = 988/0-3-8, 2 = 1030/0-8-0 Max Horz 2 = 853(load case 4) Max Uplift:6 = -826(load case 4), 2 = -465(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOTCHORD 2-10=2095,9-10=2092,8-9=0 WEBS 4-10 = 135, 4-9 = -894, 5-9 = -485, 6-9 = 1642 (6-5) 1 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 101- LOAD CASE(S) Standard SiTATE F 4 OR Meirch. 13,2002 1 q -9 Or-) ? ol - M O-A iD)V,'TMS tE- 'i - 9 VIV 7V - Zj' M .11W40sin, ffillfi- bly. 'd ',Witt M eK coqp� IK �j on j%jpcn;%9raMbs pwn,,�,?Aaps Tof�:. n,.,,r -Incorpo nsibillt... T ullaing,ci -joaaeo,verflcairy. A PPRC I ellels and proper, FIT16 :omponent rs i e" 0 *,4k!�.memt>efs6iniy: to Ins al A FU T n.' T e In ka rhonal-p4i'md Q, �KeQto-�.-' d �r�aicl, DS CO3 etI6�hand bloiclng� CAW 42ST-aa Quattly Bid 89 ac fol- .�M n; it&aji; wolding labricat n, quality conti, ol, i 'rid Bracing Rocomrnei�dcrtlaiibv6i from'Ttuss Plate Institut �5w'15'6'66'61666e; Madison, ..3 5w, a a A Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint, unless dimensions indicate otherwise. Dimensions are. in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek%Gang-Nall Joint/Plate Placement Chart. PLATE'I SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. J2 J3 J4 TOP CHORDS ca c3 WEBS J5 Q 0 0 _ 3 3 cr U O a Ot.JLN U � a U c? cs 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013=1\1, 910080-N MiTek® FORM018;01'9 ! GANG -NAIL OR HYDR®,AiR® PANEL TM CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. C - , Pembroke Pines, FI 33331-4627. (optional LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. FORCES (lb) - First Load Case Only (6-5) 1 ) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not - exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are hot exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1- 1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ......... LOAD CASEIS) Standard March 13,2002 4 11. 0- Mir '11'� i free sea cn,,Q k Symbols PLATE LOCATION AND ORIENTATION -01111- 13/. * Center plate on joint unless dimensions indicateotherwise, Dimensions are in inches.'Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE .SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 Cr o _ o U V ; �� ; O O sy " U ►- a ca c, C6 1 O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko d TM PANEL CLIP FORMOIB 019 '• 7 mn,�-wu� HYDRO.A'rR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(' 6"from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. u Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 ty Ply H FIT N A DR2289A BB ROOF TRUSS 16472 Segovia Cit. N. 1 1 12177525 Pembroke Pines, A 33331-4627. (optional) ACCU-SPAN-TN W Mr ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:10 2002 Page -1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 - Scale = 1:26. 4x6 = 4 6.00 FTF 3 5 7 5x6 = 6 2 3x4 3x4 3x4 1 3x4 3.00 FIT 4x6 11 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets (X,Y): [2:0-4- - -1 , [6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1125, 6-7 =1 125 WEBS 4-7=690 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 51 This trned with ANSI/TPI 1-1995 criteria. ;J 4hi truss has been desi lb uplift at joint 2. g 1l�i 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard * ` NO, 45161 r C Y March 13,2002 VZS� R •� -.cC ;.. v' +fir. v �,� �s ..i ^.,.tit t 7� �' ' -ky .® ,.q ARM1NB dsN9n Pa►nma;�d�ff O� S3 ON TiIl51 AND:liQjtE f18L 1tri? r s n,-valldafor u5 onl wlthiMlTek conne totf,;j- y po , piam ie�s ow ,and k'for 'an yndlupl Ildi o an'o' Y Iq y h n- tiased'onl u : v�d q p r f1. • A, :. r: 7rG�r' t - i r - `� v:. ^.,f s - ,Instalef d-and - tlepd veitkalryApplicability n poi Meters and proper�ncorporat�on:� m nent'Is responslblltty:ol�"b' Ildlnq,tles a ngt truss,. _ - y tl: A �iii 4. .i i desler. for tiilor�rr6raclnq to Insure c�fi'sft�fiCtbn k the jr (shown k lateral support .of,InFlldugf ,eb' members onN. Atldlibrbl stab"Nty£,dgq 9f - s+. + i d: y_. n s ns ratty oh th`"tere6t6i. Ad'dllbnal) P[nan Chit �9cI' 'G1 the overfill4tiucturea th'eA po"nislbtllty,ofihe'bulldlnq tlesl tie r ener�il,.quldance.'.' ':!3 eq 9 ` y ' qe'� " y eiectbn and bracing, co surf OSTB80`u`dlBy'Sfandard, DSB•B9 Brad �I'ngS�p"eeHlcatlon`rand r ardin idbrkafbn, qudlft conhol, store deliver Installina and Bracing Recommendatl6n available; from Truss Plate Institute 563 D On_ofridDrive; Madison, WI53719. '; tc¢. '..:V ' { jHandling � >yyu�.",;xt .. i=„`Y�'• '-ci'. ,; ,u+."y1'F�'.':�c�Y r?i Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,079 -.. Numbering System J2 J3 J4 TOP CHORDS c2 73 WEBS J5 o _ o Vu 3 �' i O O f- a ce c7 cc BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko TM PAN CLIP EL ® HYDRO -AIR O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply H R N A 16472 Segovia Cir. N. 12177526 DR2289 A BBGAB ROOF TRUSS Pembroke Pines, Fl 33331-4627. I (optional) A—CC—U--S�15AN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:11 2002 Page 1 -1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26.9 4x6 4 2x4 11 2x4 11 6.00 FIT 5 3 5x6 = 6 DD 2x4 11 2x4 it 2 3x4 3x4 3x4 3x4 3.00 (TT 4x6 II 3x6 ii 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets MY): [2:0-4-8,0-2-11, [6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift 6 = -363(load case 5), 2 = -455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7=1125,6-7=1125 WEBS 4-7 = 690 (8-7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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. IN 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer 13 should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and and 455 lb uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. N0,45161 LOAD CASE(S) Standard STATE OF • 0 R I'D yq,M 4esign 4. P% p fRl'u'f�;f,�n'I�"'ZK -MIT kco; Of —i e�r. — - ' - ��. '4�pI6671W . 10, ��i '. rflaod—d' vertidall, 05,1� r�. �l 'I if Ill ipslolfeolln�d I shown ls:foi lotoifoi;`S6 Mot fill -folns-U-4.!� 6 IN —11-1.1U ` oN o , lV0"?,-tKe,e46toc'A,ddft PC sld t .'� " - -I I re —;—In - 'T" p6anon, quallt rol, of: S p lveW', 'et 5POMCOT HIS-91 �-cont illlnq and Bracil R 0 oval ble Madison, Wl5371 Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, 1A„ Y8„ *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. Indicates location of joints at which bearings (supports) occur. FORM019,019,',,,_ J2 J3 J4 TOP CHORDS c2 c� WEBS J5 0 0 U O 0. O �y11�_ Uace acbO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 101 ?a! 0 MiTek@ � PANEL TM 'irr:►`@,.-.:: CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. v Job russ I russ ype JUNAIDIE BUDIMAN PE N45161 ty ly RTON 2289 A 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) N W I ek Industries, Inc. 4.201 SR1 s Aug 90 2001 MiTek Industries, Inc. Wed Mar 1 1:1 age 11-0-Q 16-8-0 1-0-0 16-8-0 2x4 II Scale = 1:47.0 10 11 2x4 II 9 2x4 I 6.00 12 6 2x4 II 7 2x4 II 6 2x4 II 5 2x4 II 5x6 4 3 2 1 3x4 = 2x4 p 2x4 II 2x4 II 2x4 II 2x4 II 2x4 11 5x6 = 2x4 II . 16-8-0 16-8-0 Plate Offsets (X,Y): [ :0- - 1, [1 :0- - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M112O 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13=185/16-8-0, 12 = 89/16-8-0, 14=190/16-8-0, 15=188/16-8-0, 16=187/16-8-0, 17=190/16-8-0, 18=178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13=-150(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case 4), 18=-1530oad case 4), 19=-236(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=38, 3-4=-38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12 =-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 (7-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" l�1� 13 31 Gable requires continuous bottom chord bearing. � L.�7 4) Gable studs spaced at 2-0-0 oc. ....�� 5) Provide mechanical connection (by truss to bearing 150 lb at joint 13, 69 lb others) of plate capable of withstanding uplift .•FI Q��'4j�• uplift at joint 12, 162 lb uplift at joint 14, 158 lb uplift at joint 15, 158 lb uplift at joint 16, 160 lb uplift at joint 17, 153 ' •.:U(, lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. * No. 4.516110 •Or t LOAD CASE(S) Standard ;STATE OF * �{tsSti� 4 R t0��"'��` �4NaL �1 March 13 00 ,tv`s ,�._ ....,�.. ..>; , . �.:. ... e.._.....i . ;.. '- - .a:;.•tKt�; �:,. s._ - ..a:._ a*szwL�,_r• .1.: • ,z�..• - .rVtr"'• ..� _' rw.F ' �h� n;r .,,yV.M� L �y 1.'1`•,^� �S - �.>- _ fnr lsi'yrtp�rnmet"CR'ks45_.,� �s`z13ONTHI3AND`itE•'VI�RS, �"� 1U,'� �y' ..: ;.*a�v•", -. • }Yq�"f,,y. It 1p� _�'nly wlih�MlTeli'conhe�ctbrs..�1 b,�.h basedonry uporiapMnral`ro sho n arsd k �or'an,ldl4,u I_ Ingcom eniRto.b�e, r t _ - installed' nd=k>ade�'ved airy° Appl ablltyYof de "In, materrs and proper Incbrporatbn`o1 .Ll�nen't Is responslbmtyz. ulldl'nq tl et' not buss` '"'� �?. - .,i�.q _ qr s .. c t 1nlail .net K ,tt;.6 ..ro - i a{7. -Bja k for lateral to Insara _9 shown suppor 6f _In �vlG al;l`_eb_members onry�;A:ddlib all m�paary�bracing atS1, ,, o_- enaiahpukiance `* pry . ,� i 1. _ �.. . Cl 9:' 44 9'i&'1 'A-IkY. ntYi delivery erection 0ual8y Standard; DSB-89 HI8.91 regarding fabrk;6lbn, quality control, sjorage and bracing, consult GST 8& Bracing SpecMlcation, and p 4 ia11 g and Bracing Recommr ndotlon awallable:from Truss Plate Institute 583 D' Onofrlo Drlve, Madison, WI53719. - w•+ct - 'T gitalli" Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -0110, 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates, to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. e TOP CHORDS 2. Cut members to bear tightly against each ca c3 other. o WEBS J5 Q 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; 3 ¢ joint and embed fully. Avoid knots and wane plates from outside edge of O a �� V at joint locations. truss andd vertical web. 10a o 4. Unless otherwise noted, locate chordsplices at �/4 length(+ 6" from ce �, C panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice into camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, .. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018i019'' HYORO,AOR Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty ly H RTON 2289 A DR2289A E 16472 Segovia Cir. N. ROOF TRUSS 2 1 12177528 Pembroke Pines, Fl 33331-4627. (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Fnc. —Wed Mar 13 08:51:13 2002 Page 1 -1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19.3 4x6 3, 6.00 PT 4 2 F 3.6 A 3 8 7 6X 2x4 11 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 elates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 >295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 >298 BCLL 0.0 Rep Stress Incir YES WEI 0.06 Horz(TQ 0.00 6 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 517/0-1-8, 6 = 517/0-1-8 Max Horz 8 = -92(Ioad case .5) Max Uplift8 = -400(load case 4), 6 = -400(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 33, 2-3 = -171, 3-4 = -171, 4-5 = 33 BOT CHORD 2-8 = 69, 7-8 = 69, 6-7 = 69, 4-6 = 69 WEBS 3-7 = -206 (6-5) - 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1- 1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XVIE 13 % • No. 4-5 161 101. Or OTA W. TE OF OR 10 i J, March 13,2002 il. ram -ME'S ON, THIS -AND, M eK C based only -upon" -A'^Y'1T' �' !r L: ^ e i d �rr CyAPPl0aDlllTY-0Tq an poperncqrpc component, fs iespon truss ,.t aqwn s ior i6te161Sd nentx to Inibie i td I attor!, quality cant ol, ir& r er and btacIng, coti"io",QST.8i"du-6'iiy'Standard, lisli-A9 livrtilws 1 1. I(n 'It nQ q Bracing R meridatt aV6, 6 ftorn Puss Plate Institute , 563 6'6ii6616'Dilve, Madison, Wl 6371 IVII Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Prope ' t3/1. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise: Dimensions are in inches."Apply 1. Provide copies of this truss design to the plates to both sides of truss and . building designer, erection supervisor, property securely seat, J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 a:3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/a length(+ 6" from ce C, C6 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and M(Tek%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 into 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 dirTTension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. hA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, �� PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. k� CLIP FOR NI018s019,.'.,,;_ Hy®R®,A,Q® %:. Job ' russ Truss I ype JUNAIDIE BUDIMAN PE J/45161 ty Ply N A 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) A U- PAN- H, LONGWOOD, FL 4.201 SR1 s Jan 2 2002 mirek Industries, Inc. Tue Mar 1 age -1-0-0 4-8-0 9-4-0 t 0-4-0 1-0-0 4.8-0 4-8.0 1-0-0 Scale = 1:19.3 4x6 = 3 6 00 FIT 2x4 11 2x4 11 4 2 Li 5 Io i 2x4 11 6 2x4 11 2x4 = 2x4 11 2x4 = - 4-8-0 9-4-0 4-8-0 4-8-0 Plate Offsets (X,Y): [ - - 1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 51 1 /0-8-0, 4 = 51 1 /0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2=-326(load case 4), 4=-326(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-424, 3-4=-424, 4-5=17 BOT CHORD 2-6=372, 4-6=372 WEBS 3-6=87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. lQi LOAD CASE(S) Standard _`G.......... Cs� r • fit` . 1. * : No. 4.5161 �,. STATE OF . LV QNaL March 13,2002 -/'�f.. �it i �"t`��--� s "A L • .J._. � � Yr""'�=.. ..l�yF..n "-ri�w f� up6nxhcr MlTek c ne ors c�yi sl nyls basd onry gtes s sK wncndIs ff lnd vloin.:_,_ r ..�i a+.vertk;Appll_tab�1111yof_ tn pataineters and' prorSarIncorporaik>no componenf`k resrS y T f* R r" ofacinq to`In`sure stablifl'"9durin�Q structbn k the}_" t' uppod^ d} Qcln Fshown Is to latelal pdNkiu6}}};web rnembers only ,AddNbnp6tenSporary w e; [esponslblllty of`1fie buiKldl tl` ner ,'F.i31 geneial,,qukia a `< rr { - ly $t he erector:'Addltloncij cnen'f brErclrlq of 1Ke ovefaI: structfife l-Gs . c!16 • regaldlnq.labricatlon, quality conhol, storage delivery; ereetbn and braclnq, consult CST88,OuaIBy Standard, DSS-89 Sraee�pecBlflon and HIS•91 Handling lnstalllna and'8rociny Recommendotlon aVallable from Truss Plate Institute 563 D 9riofrki Drlve, Madison, WI53710--. f4 . pfk•LR.4+SL.. Symbols PLATE LOCATION AND ORIENTATION -0110, 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MIT.ek/.Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c2 ca 0 WEBS J5 0 0 O O a ce a cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko TM 'Qlvt�® PANEL CLIP HYDRO -AIR O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job - russ Truss lype ty Ply H R N A JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. (optional) ACCU-S - , LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc ed Mar 13 08:5 :20 2002 Page 1 3-4-0 6-6-4 9-8-8 1 12-10-12 1 16-1-0 1 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2A 11 5x6 = 2A 11 4x8 = 2A 11 502 II 1 7x8 = 2 3 4 5 6 7. U LU 13 12 11 10 9 15 3x6 11 7x8 = 2A 11 4x6 = 7x8 = 7x8 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Offsets (X,Y): [3:0-3-0,0-3-0], [7:0-2-8,0-3-01, [10:0-4-0,0-4-U LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TQ -0.63 10-11 > 360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 480 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1065/0-6-0, 8 = 1593/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 = -239, 7-9 = 2464 (5-4) 1 ) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water poncling. 3) This truss has been designed with ANSI/TPI 1- 1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase= 1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-7=-100.0, 8-14=-10.0 13 10E Concentrated Loads 0b) Vert: 15=-564.0 NO, 4.5161 • March 13,20 2 T" Off TWS MWRZYW='81DI9'BL , IRS So y,,w �j-lvllok conn use on&, Mn on' component I I 'I g, l6stalwd )n 66;9;411"ll -AFF, y: es e '71 'fern potory tocing 1. con Biocing-shown 106i,,loteral sut��rI4*lfidMducil web members -only' !-Addlfl�n'al Insu'rii6ibbiltV, 161. I n of,the overall itiubftiiiD'.'behe�.iesponsibnity ov.trie.building 1 giinelbllquldanc' 'F-&tIbn,'6nd'HI8-0I --f-'Wd A lify'standaid. 5r LIC c e or lng'fabilcatlon,qdalitly�con'tiol,iI G�W4ij; erection ohcl bfoclAg', �co4dlfids §111-40, cheri s c ,obri'dilrig'Installinq and Bracing Rocommo,n0aillon available from Truss Plate Institute, 583 D-Ohofrlo Drive, Madison, WI 5371 -2� Symbols Numbering system ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13/1 *Center plate on joint unless, Damage Or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property sec urely seat, Ye J2 J3 J4 owner and all other interested parties.. 1/8„ TOP CHORDS 2. Cut members to bear tightly against each �- cs ca other, Q WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; 0 joint and embed fully. Avoid knots and wane plates/e" from outside edge of � o a Vy V at joint locations, truss and vertical web. a o 4, Unless otherwise noted, locate chords laces P at 114 length(+ 6" from ca �, panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, .-- unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, �v ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15, Care should be exercised in handling, PANEL TM ® erection and installation of trusses. ©1993 Mitek Holdings, Inc. { CLIP FORM018;019"'-' ': mANrr NAJL ® HYDRO -MR® ' Job Truss I russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply RTON 2289 A 16472 Segovia Cir. N. 12177537 DR2289A FG23A FLOOR Pembroke Pines, F1 33331-4627. 1 2 (optional) ACCU-SPAN-T , LONGWOOD, FL-,MiTek Industries, Inc. 4-.20T—SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 0 :51:22 2002 Page 1 1 3-11-0 7-8-4 1 11-5-8 1 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39.E 5x6 = 2x4 11 5x6 = 2x4 11 4x8 = 2x4 11 4x6 1 2 3 4 5 6 7 C? 13 12 11 10 159 8 3x6 11 5x8 = 2x4 11 4x6 - 7x8 = 4x10 = 3x6 II 3-11-0 7-8-4 11-5-8 1 15-2-12 1 19-0-0 1 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets (X,Y): [3:0-3-0,0-3-01, [10:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 >504 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 2401b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1378/0-6-0, 8 = 1859/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 = -239, 7-9 = 5166 (7-6) 1 ) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 10d Cornmon(. 148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.0111b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 1pi 13 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. .... .... F I LOAD CASE(S) Standard 1) Floor: Lumber Increase = 1.00, Plate Increase 1.00 Uniform Loads (plf) No. 4 $161 Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads (lb) Vert: 15=-757.0 tS STATE OF 0 R 1110 V&S....V64 WAL March 13,2002 acid READ AM.1REV==1SWZ %BWGRA&� ARM 1�*m-%I,�. Design 'Q a5n6nt,tq1 TI) It e P ro ed 6 sto 1 1 - 9, !%Mi� Opllcoblfity,f� n pat mefeis and, PfoPek:1n881P5i81.prj,? -6*P'riiiW4AtIsiF`e46$� t,ldevgnot.�Biocing -"W'c�f'�16divldubl'weo me'moei's,o'nly.-;Addition'dl,t6ml�brdr�'biaclnii;t6'lnsb,.� j801ng�, Fu- f nzis, 11 shown isq Hat s6i� 0 e.. 4 e, -S10flj7.y,oT-.me4tePt t t. r If u 'a i07:� 'oc of, -the '6,V'eici6itrUct'u1W1S IjR'tf ol in 14.16bri6ation, c4fua if* stc�!clellveiy, e4ctlon and btaclh�,*c6k`sufC$fT- Quaillty Mand6rd,'1344 �r I it'. h �H[Btqi Handling Installinq and Bracing R le from Truss Plate Institute ',593 WOn offloDilve, Madison, Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 PO*>>�4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 'fie„ Ye J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each a ca other, Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate ; ; Q joint and embed fully. Avoid knots and wane plates /a" from outside edge of 0 V at joint locations. truss and vertical web. a 4, Unless otherwise noted, locate chords laces P 0 at 1/4 panel length(+ 6" from adjacent joint.) C8 C, c6 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT, practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, _ unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP Job russ ru s Type JUNAIDIE BUDIMAN PE #45161 ty Ply H FIT N A 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, Fl 33331-4627. (optional) A PAN-TH,LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:23 2002 Page 1 _1_0_0 7-0-0 1-0-0 7-0-0 3 Scale = 1:19.2 6.00 [TT C�. 2 4 2x4 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) Well PLATES GRIP TCLL 30.0 plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 > 53 BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min Well = 360, Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2 = 291 (load case 5) Max Uplift3 = -305(load case 5), 2=-167(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34,2-3=88 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SEIC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 305 lb uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI[TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XV11 13 NO, 4.5161 yk -0 STATE OF 'OR a aft Fes.. L March 13,2002 -xgn 71_ _W NOTES ONIJM'A=;MOSWE BEPORKEW = vm";W,ttF496"r dzcT1.A�ngs.. qm? n,ur�d61 , 'e' . As Vi -rm7ert - , 'In �sho 1 rsponSlblllty t. t ef �4 I n f t atkin, qucllty C1 repa Hon°dllnq Installinq and Bracing' Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches.'Apply 1. Provide copies of this truss design to the plates to both sides of ;truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties„ TOP CHORDS -� 2. Cut members to bear tightly against each cz other, WEBSJ53. Place plates on each face of truss at each For *4 x 2 orientation, locate o; ; cc N joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint,) �, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40�� unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate - without prior approval of a professional MiTek® engineer. ® 15, Care should be exercised in handling, PANEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORNI01`8_;01;9x cower-wuL (B arnao AW o Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 12177539 ' DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. (optional) A U- PAN- LONGWOOD, FL, MiTek Industries, Fn—c.4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: 4 2002 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:14.9 - 6.00 FQ 2 1 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 > 157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT.CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2=212(load case 5) Max Uplift3 = -21 5(load case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard NVOE B 4 s!. ° TAT C �NaL ,l'i i .._. _ March 13,2002 V � �1 s `'��. I 1` .yi'"` p �k iF TARNINO .Yessi 'pcifsd p2tsffnd LITOTES ONTffiS REVf�9C�8dDi^. BL�'PO 11ii:..n.6+.. N '�'rH. i. '��M f... .s'�P'3.%:S�f'l. .rL•`. 3,�t✓. t`-`t ,(eY Design v.4ild for use. prl h MIT' I�.eonnect6WThk esign;;is based•only upon;parameteYs shown. a d`k,tor;�a�nHnydlvldual+bulydlnq°,compoK nt�1 � . _ _ <ki�,�, IhstallecJ'and`loadie�d vitkcflly:-Apability olKdeilgrt'paiam�eters'and-proper;lric'oipo�iatlorcoi'LompFo%`nt%�k'ies'ponslblllty olliulldlnq;;deslgne��'riof�tss-'s" ,,,, ..�tles041 Bracings`hown k;foi�later�l'Filpporl of ihdNkJual web members only`b'dtlltbnal'femporary�bwclnptto�inst70,stakltlty during cohstruct�`.'k'the _ res ri's(tilllt ol�ttie"rei,rectoi AddfE•b� tmaiientdrbicln ' p`onsibllify ol3fhetb�`ulkJlnq> Igner Foi:general gc'Jq pp y` r`F pe 4'of the'.overall strucfure k lfie 1es and consult �DS 6 llr'ac HIB 91 regarding tabileatbn quallt control storage, delivery, erection bracing DST-68 OualHy Standard ni q-SpaeHicatloh, and Installlna and Braeirq Recommenddllon available hom Truss Plate Institute 583 D'Onoirb Drive, MadBon,' WI 1�371--'.`•"P 1( #,_Handling Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 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 �e 1�6 J2 J3 J4 TOP CHORDS owner and all other interested parties.. Ci C3 2. Cut members to bear tightly against each other. cc3. J5 Place plates on each face of truss at each *For 4 x 2 orientation, locate oz V Xt cc O and embed fully. Avoid knots and wane at joint locations. plates/8" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from C7 1k panel adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of - required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang- Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE' SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARIN- G, Indicates location of joints at which bearings (supports) occur. MiTek° o TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. FOR M018,019 HYDRO-A/R Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N A 12177540 DR2289A KA ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, F1 33331-4627. 1 1 (optional) ALA-U-SPAN-TH,LONGWOOD, FL, MiTek Inaustries, Inc. 4.201 SR1 s Aug 20 2001 _MiTek Industries, Inc. Wed Mar 13 08:51:25 2002 Page 5-0-0 5-0-0 2 Scale = 1: 14.7 6.00 Fi-2- 3 2x4 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 30.0 ,Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical Max Horz 1 = 199(load case 5) Max Uplift 1 = -89(load case 5), 2 = -218(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1- 1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 101, B STATE OF -,.'OR QNaL March 13,2002 N-7 rw�Z' X��_TJHSAN'D`J�' 'OE"ffi '05 D, EP IP_MP a, tide 00�611 gonne iis es, "P X IM, an -TIUS et bi66haing"'clef n a 'y iNinlit,foR des fe"r, I..up -1 111ty dull designer a c, In' su 011-d IV ...... it A--", 7 br le, .1 0 el an _n - 'n, _"�ontrol, '' qual e e,- cing a , lan n f f f .. J. 'v ry S fficatlor" f iegatcli� I f I storage, Handling lristall[Kd and Bracing Roccowmn n v. b '9r. 'u. 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 sec urely *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITelc%jGang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011" continuous lateral bracing. Indicates location of joints at which bearings (supports) occur FORM018,019 Numbering System J2 J3 J4 TOP CHORDS a c� WEBS J5 ocr _ o U O O s+ti U � a c8 c7 cs 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek TM PANEL CLIP ® MYORO,AW O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Jo b Truss russ ype JUNAIDIE BUDIMAN PE #45161 ty y T N 12177541 DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, Fl 33331-4627. (optional) ACCU-S A OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:26 2002 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1;9.9 6.00 F12 c� 2 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDIL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TQ 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDIL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360. Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2 = 133(load case 5) Max Uplift3=-123(load case 5), 2=-142(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34,2-3=30 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer togirder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ,Qkle 13 No. 4.5161 e STATE F �Na'OR L March 13,2002 I'Off T �M, M�S JANV ai esign, se only w11h�MRek'only upon`pa ireshow„n, nag for Ili 41 S1 I proper 1`nc�qt n is�iesponsioiiiyy,OT.Dutiaing-cesQTeia I Is for members onty.'Aald_1116�n �,l he'-,'- n_.. io shown <R Qne erector:'A IT W-,ffI76rbidIW,!qffthe ove•rall lie -rail structure" If wum 7 h4 regarding tabrk" n, quality coif storage delNely election and bracing, consult iclord, DSB.i9 11'riaciriti Specification and HI8'01 [no Initallinq and Bracing Recomrnondatl6n'bva!16blb from Truss Plate Institute, 583 D'6KqfiI6DrIve; Mcidison, WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, '� Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS M 2. Cut members to bear tightly against each cz other. Q WEBS JS 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate ,� ; er joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of � o _ as at joint locations, truss and vertical web, o 4. Unless otherwise noted, locate chord splices I/4 at panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE: SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring y WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with. which bearings (supports) occur. stacks of construction materials. , 14, Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer, O 1 S. Care should be exercised in handling, TM {\�® PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,AZR® Job russ I runs Type JUNAIDIE BUDIMAN PE #45161 ty ly R2289 A 12177542 DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, I'l 33331-4627. (optional) ACCU-SPAN- T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:27 2002 Page 1 3-0-0 3-0-0 2 Scale = 1:9.9 6.00 FT2- 3 2x4 =3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TQ -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360, Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 120(load case 5) Max Uplift 1 = -50(load case 5), 2 1 29(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSIITPI 1- 1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard xvt F- B No, 4.5161 STATE OF ��`S'eqi 0 R I'D h/.- L• March 13,2002 �RMW A6, A ON TfUeAM J31 _,,r,�n indiviau n M11eK con e 9,,;Rqsea,6 nry upon, toffs. "NO".MA � 3 ter, W V destyit parni *iP U16 'R140d '&bb y'-e`rtIc;d-It�V. A7ppIIcabIIIty,6T' JpFoOeiln6M dit0h o0co nem is F&4��AiISATVof% nlEqtdes V -'I' d I W�t— fler, 6 par mffj�!s am s D Insui In -6108fln 0 TOY lateral suj�j�_ �Q"snpwn S11 'it —erWct0-rT,AddItI6naI'jARfW 06he overall 1011 sllucl 'the 6,ilfd]AV7;1603'A�� 4 iegor f OSS.'89 6ceing"YA n n, quality control, storageI �6n and biacing, c;ons6It'QST;8a 1111 and Bracing R*comm*ndationavallableillorn Truss Plate Institute. 583 6'0AofrI6l5hviD, M6dison, W153719. WT r Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 Ja owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each a other. o WEBS JS a:3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� 3 ; '' joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) �, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORMOIB 01.9 , " _ _ _ caani�_nuu� ® HYORO.l1/R ` t ' Job • russ Truss Type ty Ply H R N JUNAIDIE BUDIMAN PE J145161 12177543 DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 ii Pembroke Pines, FI 33331-4627. (optional) ACCU-SPAN-T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:28 2002 Page 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.7 6.00 Fff 2 4 1 2x4 - 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2=71(load case 4) Max Uplift3=-31(load case 5), 2=-150(load case 4) Max Grav 3=31(load case 4), 2=173(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard NVE 13 1. * NO, 4.5161 bb i, STATE OF r r4 Y •• 410 R I'D • L March 13,2002 s� 4:� •-,�S `t -SNOW"m-n N V �fieaign �mma�er�a any RL § ONTHZ5f AND VERSE BLFO2R� iJSE t ' s��P�,�+vald,fof a my _wtth'M ek corinectors"�iijth�'k �eis Based.onlyupoh.;par meers _shown, aria nnl Ids erl +A'pplk:ablllty of desl9n'pol me'ters and'piope�, Incorporatlon,of vol�pon'�ntk responslblllty.onot glry 2 designerci,Bracing�shown Is for lateral support of Vh1'0 juaI `eb-members Dory' AddBbnal:temporai bracing, to insure`stab;IlN,y dU`ilh'`g'1''col niuctbn k the ' _ i.. • r �r�cln of LlfAg sMc resriiibllit -ofEthe erector.-Additbnal^permanirnt. the oSerall`stiuclureIs;1�Aeesp'$nslblllty. of-ihe bGikJlnq:.dey-kS, r e'`er'lquvidance- �� ..bfli TW ', -. u 'O � �S reggrdinq fabrk;atbn, quality oonhol, storage delivery erection and bracing, consuR OST-88 OualHy'St$ndard, DSB-89 Biae_Inq Spectlorand HIB•91 RAT . .,,5 rig Installin4 and Bracing Recommendation avollable honi Truss Plate Institute 593 D Qnofr[6 Drive, Madison, WI53719. " 1V1 �.•1 .;�. • ..-�ft��?+,cse az'�� n.s.:�'t.- .c+�5sr�tv'�a�"cT• Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, ye" 0 0 *For 4 x 2 orientation, locate M plates I/8" from outside edge of o truss and vertical web. F *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 4011" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System, J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke A;�® ® HYDRO,A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Cl joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job . Truss russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply H TON 2289 A 12177544 DR2289A MA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 (optional) A AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 Mi ek Industries, Inc. Wed Mar 1: age 1 1-0-0 1-0-0 6.00 12 2 Scale = 1:5.7 i o? d 3 • 2x4 = 1-0-0 r 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Uplift =-16(load case 5), 2=-45(load case 5) FORCES (Ib) - First Load Case Only TOPCHORD 1-2=14 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p �j�/ !1— B"4! .`�;�il�rc `• �G . r Y NO, 4 5161 • �` March 13,2002 W ',f_O`2deiigriramet Wig, iJl�iAn L3 ON TH73 A11iD''RE 1C' PhR i . 'iw+`�r..i�a iy.�r •'t 'yLp illo for use, onryow�tth,M ek con actors Mhb de - .� based.bnry upon,parameter shown, dnd{h loran In ilvldu 'uil In co n n r16 �,. ; s w�.a ffur%n alled�andTverlkglN: Applkgblllf�'}oldeslgri pat, meters and proper%Iricorpoitlo+of eo ,ponant k_reSpons1611tty ofICJIr%q de"slgn�i+`Biabtnq'�fftow,nas for lat�rcil=supjiort�ofrhidNidugl eli.members drily`Addlfbh;alltefn or5iy-0tiraclnq to insure�atamlrwcu Ih� cd'•"st[uctbn k the' ' = i ponslblllty�ol�theferector:"Add�ltbnalYpe � tent b�tisclnpL�bf the overall'stiucture the ese slbAltysohfAe"tiulldlnq�d , .ter xe"'aMeial gdidance'< �qa rdl G fabikdflon, qualltyconhol, sforage; dellvery'erectbn and braclnq; consult.aST-88`Cualtly Standard, DSB•69 Brad_ Inq atlo" ;?and HI6-91 ' ' H'andllrig InstalllitA avid Bracing Recommaw dodo avaliable lion, Truss Plate Instltute 583 D Onofrid Drlve, Madison, Wt 53719. >��r7= �'r• • 'F�i�.a;, :47ii�+alt*;tom,. ,,�,rcv:,�., � n S A Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4010", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORm6i 4,p19 Numbering System J2 J3 J4 TOP CHORDS c2 c3 O WEBS J5 cr O o U O O U a c8 a cs 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek� TM PANEL CLIP 0 HYDRO -AIR O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job - I russ Iruss type JUNAIDIE BUDIMAN PE #45161 ty y A 2289 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1 Pembroke Pines, FI 33331-4627. (optional) ACCU-SPAN- TH, LONGWOOD, FL, MiTek Industries, Inc. 4-.201 SR1 s Aug 20 2001 MiTek Industries, Anc. Wed Mar 11: 3 08:530 2002 Fa -gel -11-0=0 2-6-0 1-0-0 2-6-0 2x4 II Scale = 1:8.E 3 6.00 FTY 2 c� L X 2x4 X 2x4 ii 2-6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 'Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 13C 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 191 /0-1-8, 4 = 108/0-1-8 Max Horz 2 = 139(load case 4) Max Uplift 2 = - 1 28(load case 4), 4 = -94(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1- 1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard )1 B N0.4-5161 STATE OF 0 R VD10tV Ma 2002 "lly n PI meters and 1y, 4 .CN M inem 1, at eb, e 0 le to`f�rfi d "-'I, the V4 P _!: - 0 . ...... quality control, 1 1, 9 't erection and bracing, consult Pa Handling'Ir'tal I and Bracing Roc n6val lole!ftorn Tiuss Plate Institute,' 583-D'oh6616 bove mocilson,W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.'Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each T ca ca other. WEBS JS a:3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 ; Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of 0 O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces P at I /4 length(+ 6" from C, panel adjacent joint.) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports).occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses: © 1993 Mitek Holdings, Inc. LIP FORM018;019''' GANG--L ® ifyopo.A/R® Job - russ I russ I ype JUNAIDIE BUDIMAN PE #45161 Qty y RTON 2289 A 12177546 • DR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 V Pembroke Pines, F1 33331-4627. (optional) A PAN-T -1, LONGWOOD, FL, MiTek Industries, Inc 4.201 SR1 s Aug 90 90 Inc. Wed Mar 13 08:51:31 2002 Page 1 -1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale .2 4.24 F1 2 3x4 6. 3 2 2x4 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/clefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TQ -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TQ 0.01 5 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/clefl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4 = -363(load case 5), 2 = -283(load case 2), 5 = -206(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = -943, 3-4 = 76 BOT CHORD 2-7 = 865, 6-7 = 865, 5-6 = 0 WEBS 3-7 = 166, 3-6 = -942 (6-5) 1 ) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 10a V- B 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 ......... Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=49.5 No, 4.5161 STATE •6% i o R A%ft L March 13,2002 �1 J lulf�Z- tq Z Ginft021/ TffiS AND: REVERE11: USE 3 '-Vt 1V 61111co Wod entt�� 01 Itilloln "'n n paiumardi li�, own-6nclWj6`r.,dkn,qPId tieoabe 16fr6oth-Nn6nt'ls is n to,lrisui6'��6 -I fill 'dri n tb' I he,t56ilciinV, er I 'BmElnz V DSi-89 Tin: onsu -Dilie,-Modison, Wl 53719. In le, Sa3 CT'6hofil& Je J Symbols PLATE LOCATION AND ORIENTATION 4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019.' Numbering System J2 J3 J4 TOP CHORDS Cz 7_3 WEBS IO o v - a' ¢O U Oace ar0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP ® HYDRO -AIR O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. f6-8-0 23=4-0 " aA 7 0 CD o CD v Intill 0 I, 0 t cu 8-0-0 BRG, 13-4-0 BRG. IN ENTRY 9-4-0 3,I � �l JF 3I 15-0-0 5-4-0 19-8-0 j: ALL BEARING WALLS TO BE PLACED 1 i- L 1 PLY HGR. �; C TI (' E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i PRIOR TO SETTING TRUSSES.. A. 1, 2 PLY HGR. �ENIGNEERED ' DRAWINGS --LOADING -PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING.. I d 3 PLY HGR. SIGNED APPROVAL: X I - ------- -- - -- - -- - -- L------------------ JOB NUMBER: DR2289 A OR B DATE: 2-10-03 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HdRTON 6' /H: 12" ?407-3211-1144�0 BY: T.H JOB NAME: 2289 "A OR B" ELEV. BRG: BLOCK A —0— F AT L A � -S A B1 B1 B1 B1 A9 B1 A11 B1 2ND FLOOR BRG. A B 1 _ p, . B1 — A Bl i B1 B1 n- B1 Bl C__) •lll ! B1 � B AlA A1A A1A A1A A1A A A A2 B \ A2 B A2 �c. A 2 BGAB BB E BBGAB E - - — - - 9-0-0 BRG. LEDGER BRG, - - GAB 0 I 0 1 CU -0-0 i T23 In `~ T23 j Aa 1ST FLOOR BRG, @ 8-0-0 ° - -- _ T23 I o T 23 i U T23 oj T23 11 '° ly-iiL - -� i iii =ii' > T18 18-8-0 s I O w 11 W i � T.19 cy- { NOTE: PLACEMENT MAY VARY I O LI T19 i ? U C PLUMBING FIELD CONDITIONS A/C MBING ECT. SEE INSTALLATION GUIDE T19 I • , T19 TT19 `E 9-4-0 J TRIM IT FLOOR SYSTEM I V��ARNINC: ALL BEARING WALLS TO BE PLACED I,�f_ IUT FACE/MT 9ICTICEI I REVIEW ALL SPAN DIMINSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I d. a MIT TOP/MT I ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS i WALLS SHOWN ARE TO BE BEARING.. L SPC SIGNED APPROVAL X CCU SPAN JOB NUMBER: DR2289' X' DATE: CUSTOMER: D.R. HORTON A4027-a321-144 800-330-4008 BY:D-HJOB NAME: 2289 V