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219 Clydesdale Cir - BR04-000313 - SFRt \ PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton Dr#1026250HazeltineNat'l Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION Q:"^ 4% t PERMIT # CDATE PERMIT DESCRIPTION PERMIT VALUATION SQUAREFOOTAGE I, d b H e s1 CITY OF SANFORD PERMIT APPLICATION Permit #: d _, Date: Job Address: ' . Ste' F Oie {-) FL. -1-2 -2 1) Description of Work: cJ Historic District, Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _ Addition/Alteration Change of Service Tempot Ir Pole Mechanical, Residential Non -Residential Replacement New (Duct Layout & Energy Cade- Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential orJCommarcial Occupancy Type: Residential ,,/ Commercial Industrial Total Square Footage: f ),I 1 Construction Type: lam' , # of Stories: ( # of Dwelling Units- .. Flood Zone: _X (FEMA form required for other than X) Parcel #: Bonding Company: Address: Attach Proof of Ownership & Legal Description) Mortgage Lender: NJI"% Address; Architect/Engineer: 1-1 ,. — I , — • 1 -,=. 11 1 T-1I IR V../Mv ri— ,..ur I 1'y Fax: 1....6S:E3jC .rL.. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S Aggll?AVTr: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to tiro requirements of this permit, them may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm v on t I will notify the owner of the property ofthe ref}u' ents of Florida L' w, FS 713. Signat o of Own*,Vent Date Siiature ofContractor/Agent Date of PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COISSION NO, DD134330 Contractor/A trmy f9 aI lkv*SMWnrtcvrvre.rm. APPLICATION APPROVED BY: Bldg t6 Zoning: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 00 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST 1-7 C/01 t3 D59 SUBDIVISION: BAKERS CROSSING ADDRESS c'C4 G/sr BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALLS MANUAL J/DUCT LAYOUT ATTACHED TO ?HE PLANS r Z"SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT i/ APPE?C CONTRACT Sri U6Gt(q J CD Limited Power Of Attorney I hearby name and appoint: Craig Coulton and {r Tlwrrrirti . each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me+and ply The Building Dept. of: C, I to n. G'y)aCri For a residential permit for work to be performed at: Lot # Subdivision Address: ( C, C Ii 1-0/ ' C c r v And to sign my name and do all things that are necessary to this appointment. rcssl rci Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrurpent was acknowledged before me this: Date; C" By: Richard B. Ladd ( Contractor ) Who Is personally kn n t me. State of F rida County o orange OF"CIALNOTARY PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 My COMMISSION EXP. LY2b Notary Public Signature ` Notary Seal CITY OF SANFOR.D P.O. 'Box 2847 SANFORD, FL 32772 PHONE N (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (1''ULL NA YM) tI!_ NAME—— SERVICE ADDRESSa-iq C FAX iE (407) 328-7367 c' W kfvl M. AILIN(j ADDRESS(p2$p[r-=y TURN ON DATE SINGLE FAMILY RESIDENCE MULTI - FAMILY RESIDENCE - COMMERCIALE - o v;Q a vl art W O R KitD SOCIAL SECURITY# HOME# f\)-R. OWNER OF PROPERTY D.Q-1— I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. WHEN TRANSFERRING -MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALLOUTSTANDINGCHARGEs_ DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL CUSTOMER# LOCATION# LAST BILE READ THIS READ CSR DATE 10-03-203 9:52AM FROM Permitq:'.J ( Job Address: CITY OF SANFORD PERMIT APPLICATION Dale: I r;,4. 7 Description of Work: Historic District; 7aning: Value of Work, $ _ - 720r Oh e w v"o r s qq Permit Type: Building ]electrical ' Meohttn'Cal Plumbing Fire Sprinkler/Marm Pool Electrical: New SeMoo — N of AMPSPS Addition/Alteration Change of Service Temporary Pole Mechanical; Residential Non -Residential Replaeemtmt New (Due Layout & .Energy Cale. Required) Plumbing/ New Commercial: a of Fixtures 0 of Water & Sewer Lines # of On Lines Plumbing,/New Residential: X of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Squars Footage: Construction Type: # of Stories: # Ot'Dwelling Units: Flood Zone: (PI MA form required for orlrcr than X) Parcel N: Owners Name & Address: Contractor Name & Address; Attach Proofof Ownership & Legal Dese Phone: rJ l/ h Kr a_f' - 1. r7 p / State License Number: E Phone & Fir: d - -ii `trttt-aatPerson: ?Oryiv bane: Bonding Company: oor Address' Ivtorttago Lender. Address: irchitecVKnginetr. 1'hont: Address: Fax: Application is hereby made to obtain a permit to do the work and Installations as indieatri& 1 certify that 40 work or installation has commenced prior to theissuanceorapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a saparaicpermitmustbesecuredforELECTRICALWOKK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONRRS, etc. OWNER'S AFFIDAVIT; I certify that all or th , foregoing information is accurate and that all work will be dune in eomplianea with all applicahlc laws mgulaongconstructionandtoning. WARNING'1'0 OWNER: YOUR FAILURB TO RECORD A NOTICE OF COMMENCEMENT MAY RBSULT IN Willi PAYINGTWICEFORIMPROVEMENTSTOYOURPROPBRTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OK ANATTORNEYBBFORF, RECORDING YOUK NOTICE OF COMMENCBMENT, YULU: in addition t0 the requirements of this permit, there may be additional restrictions applicublc to this property that may be round in the public records ofthiscounty, and there may be additional permits requirtd from other govcmmongl entities such as water management districts, state agencies, or foderai ngcncics Accepluncc of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. Signature of Owner/ -Rant Due Sicnotvra orContractor/Apeut Diia Print Uwncr/Agent's Hama Print ractoNAgcnt's Name Signature of NvtaryState of I Ivrids Datc s;nner,,. . _c,., ,.r c, V" Sonny G Logan Owncr/Agent is __ j'ersvnally Known to Me or Contraotor/A•gent is +enonally Known to Ma T My mlaalprl D0201651ProducedID . _ Produced ID Y ... Hxpiroa May 17 2007 APPLICATION APPROVED BY: Bldg; Zoning: Utilities: FD: Initial &Date) (Initial & Date) (Initial & Date) (initial & Date) Sf.ciai Conditions: CITY OF SANFORD PERMIT APPLICATION Job Address q C Description of Work: ,C.•t ...1..-- ;' j ,t.C._..— ..,..- Historic District: Zoning: ` Value of Work- tiF•,RF."'t'r'Y t.{,R lS d ze, Permit Type: Building Electrical Mechanical f Plumbing Fire Sprinkler/Alarm PoQI , _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor%b, Pole : Mechanleak'. 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 Closets 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 (nttrc.r [Iran x) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: _. Attach Proof of Ownership & Legal Description) Phone: License Number 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 applicah)r. Iaws rc.7? ila.ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT J79 Yc f T, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNANCING, CONSULT WiTH YOUR LENDER Oft AI,I 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 Uie public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencir.s, of fvdcral agencies. Acceptance of permit is verification that l Aill notify the owner of the property of the requirements of a ; FS XI3 3 2W4 Signature of Owner/Agent Date gnatu nr-ac gent Date ERT G. DELLO RUSSO Print Owner/Agent's Name t Contract agent' Na 01, VV 04SignatureofNotary -State of Flonda•- rY Date Si,Sienawre of i` _r. Stare of Flonda Dare Owner/Agent is — Personalh <non to Me or Comractor/Age-.::; Personaii Known to Me or Produced ID Product.` ANILK' Al ION APPROVED BY: Bid& Zoning: InitialRDate) xc a! l'onditions: F D: Initial & Date) "titirral :(d t: A \. A PP- aCC?i t7"FiC<7 1l,,. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contrnct Number PTJCHASER5 NAME AND DD Address Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS 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. Name Address Clty/StatelZip Phone & Email NOTIFICATION STICKER LOCATED: " rtt., iT-_ a&= . DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification And Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLG0VEERELATIONSHIPOFTHEPARTIES. 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, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElancot1, Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, inform the Customer ofta. any new or Increased termite activity noted at the Stationsb, any addition or. removal of Recruit* of Recruit* termite bait; andc, any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforfp=JTMWer quarter (3mo period) payable on or before the end of the previous monitorinthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly g period. After. per year, q y payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintainbaitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments,'. The Customer Also Arees toeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwia Into,fonop or under ' the area(s) baited. At no time will damage caused to any portions) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist, FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisararae DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W p ph' INCLUDING STATUTORY W WARRANTIES, THER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FWARRANTIES, AND SPECIFICDISCALLY WLLAIMSSANY .IMPLIED W FURTHER, COMPANY HAS MADE NO WARRANTY OF WO ARRAINTES. 0 IKE StRVICJ. SERVICEPROVIDEDHEREUNDERAFFIRMATIONRMATIONOFFACTORPROIVITSERELATINGTOLDUCT Olt' CustomerexpresslywaivesandreleasesanyyAclaimstoCRyEATEDit, OrbitAMOUNTED tloOnUOrEDerO EXPRESS negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution o WARRANTY, compensatory, ihcidentai, consequential, exemplary, legal proceeding against Apex for event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the f value, economic, prJ'+ punitive, liquidated, treble, or special damages if any kind, and in no, service to be performed. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (I)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any -allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and Apply without exception. 1, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS% The Customer understands that; All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco_or.lts 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 wills (1)so notify the Customer; (2)offer Customer the alternatives of either using it different form of termite protection or discontinuing the relatlonship(notet Conventlonal "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Partles) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received;- (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andi, ($)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitlelde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may Vold 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 may without notice, terminate this Agreement and pursue all other available remedles, which shall be cumutattve, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, stokes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termtte damage resulting from masonry failure or grade altermlons; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and in accordance with and subject to all'th( 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, 0 sea, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or Ivdesignee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndivid.unl'baslsandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceedltig. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties antnootherrepresentationsofstatementswillbebindingontheparties, REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that it Is unable to prevent or stop farther damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentintPropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re-Inspectlon, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792407.459.2847 407.858.0540 Tampa, FL 33510 00.929-2847 888-764.2847 813.221.2847 877-459.2847 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbAcksfromAllstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o P. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. 0 b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, andfor opening sizes, smoke detector, location(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florldn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) 0 C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. p d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. 0 e. Framing plan for floor Joists whore conventionally framed. Plan to Indicate span, size and species of matorials to be used. o f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 0 g. Stair details with tread and riser dlmt:nslons, stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footagest Garages/Carports c) S.F. Porch(s)/Entry(s)_S.F. a Patios) S.F. Conditioned structure t S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 S. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for dotalls regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by it licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. SubcontrActor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10, Framing ill Tenant Separation / firewall 12. insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other 1 DATE SIGNATURE "'" By Own or Authoriz gent) PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 59, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 59 CONTAINS 11,476 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 573 SO. FT, t TOTAL SOD 8713 SQ. FT. t PT ^ N89't 7'34 W 309.65' CENTERLINE OF 50.90' RIGHT-OF-WAY S89'17'34"E CLYDESDALE CIRCLE TRACT A 50• RIGHT OF WAY 6-9.27'46" R. 100.00' L-15.52 CB-N84'33'41 "W C-16.50' 1" =40' APTGRAPHIC SCALE Pc--- 579•s 0 20 A 40 948E 41. 1193, --_ n ZD S79'4CI'48,.E V 10• UTILITY EASEMENT n1.7 ` 19. 7 17.7 I 20.0' COVERED 28.8 IENTRANCECIPROPOSED j LOT 58 I iFINISHED FLOOR u i LOT 60 Ld i ELEVATION.29.3 i D I I 01 A=9* 27'46" N N R 75.00 '" ;+ o iv o L-12.39' N O 17.7 7 17.71 . Ln o I o CB=N84'33' 41"W Z ' ' N C=12. 37' I i j LOT 59 m i i _ DRAINAGE TYPE B i g 20• ENVIRONMENTAL CITY REVIEWED CONTROL EASEMENT- OFz,3 v/ SANFt,RD PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION, ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 59 AS BEING SOO'42' 26"W PER PLAT. SCALE: I" - 40 FEET APPROVED BY: SJ JOB NO. ASM42678 DRAWN BY: N89' 35'18" W 75.00' TRACT " I" LANDSCAPE BUFFER LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCC X% PROPOSED ELEVATIONPOCPROPOSEDDRAINAGEFLOW OR PO r- CONCRETE6 U L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT pl PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/ C FND FOUND CBW WALK RP S/ W SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK C PUS PAGES R/W SO. FT. SOUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORDLENGTH RIGHT- OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, TELLO JR. FOR I THE FIRM 32801 (407) 426- 7979 b-06--203 7:09AM kum V th!o..ra. :1 ..: "Ir r,'I,V'i„M,'r!:•I!.Y:7 N- r,.p i., .. ..., ,,,. ...r,.;, ,.. ... CITV OF SAN FORD PERMIT APPLICATION 7 O Permit A : 313 Date: Al Cam, Z- _ Job Address: Description of Work: it Value of Work: S Historic Diifrlctl Znning: Fire 5 nnkJer/Alarm Pool Pofmi{ Type Building _ Elcctrtcal ' Mechanical Plumbing p — Eleelrlctil: New Selvico -N OfAMPSLGPI,`200 Addition/Alteration Chang; of Scrvicc TernpoAay PO c Mechanical: Residentiall ..._.- Non-ResldcAlial New (Duct l,yyout &Energy Cplc Plumbing/ New Commercial: p of Fixtures rr of water & Sewer Lmcs u LinesofGas _ PlumbinVNew Residential: ik or Water Closets,_ Plumbing Ref4if - Rcstdenual or Comntcrc,al Ouupancy Type: Residential Commercial Industrial Total Square HovtaKe. Construction Type: tY of Stories: Its Of Dwelling Unity: (land Zone: lFE 1A form rrquirud fw other torn . Artacb Proof of Ownership Le gal Dcriptwoi Parcel X: Owncra Name & Address • ri Phnnr. t Q- a r C =sl C_ Contractor Name &Address: _ VI—? - State LicensemNuhcrJ -- 2- --u - Phone &Fax' •_ - Contact Person: _L jG (- t Yhun_31 Ilonding ('ompany: _ t ddr c,s— Nlorlgagc Lender. AddrKi: - ArchitvcVEncineer - Address: Applieuion is hereby made to obtain a permit to do the work and in]Irllations as indicated. I certify that no wink of insutl)non hax convncnted pno v ^: Issuance of a permit and that all work will be performed to meet 3ul""s of o11 taws "Sul Ali ng coruwcnon to iu, HLATnI undcTsunc : hut . x7sro: permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILLEE RS, ! ] TEILS, 7ANtCS, end AIR CONDITIONERS, ctu. OWNER'S AFFIDAVIT: I certify thit all of the foregoing information Is accurwe and dut all -wit will be done in comphancc -ch -lP appi;;able conao%wrion and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE,iFN f MAY REbI L7 / NK U TWICE FOR IMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FTNANCWC, CONSULT WITH YOUR L.E-N ATTORNEY BEFORE R6C0RDfNOYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition in the requirements of thin pwmiL there may he additional resrrieuons applicable W this PoPelly Uwl nay be fowio In Inc pug i, rc:un s this county, andtheremaybeaddivanalparrnitsrequiredfmmothergovernmentalcrinhcasuchasw.te'r mandgensent Jlsmcta, state rgcncles, or lcl-" ]seta :CS Acceptrncc of permit is veritleution th41 I Will notify du Owner of the property of the requuemcnL, of I orda Lt^ ='T Stgnsiurc of Owner/ Agent Date .Signature of Contr]ctnr, AVen;-' Print 0-ticr/ Agcnt s Name Yri nt lvntnetouA 'cnt', na natn .Cign]tute of ' Su n! j lCn]Wrc ofNuUpy.$ntr. n/ Flnnrl] wn0Nngcnt i, _.., Ycl ionDlty Knn.vn it, Ma yr ulnractndA cnl 1., YI•r:r, s.!o Kl;uwr ,v r r YruJuc.d 11) nf'fi.l' a1'Ic)nYliltOVtaDlly Ittdg: 'hw,s Occl .. it llt:ltpl)]lu) ttllltlat J. l/JIeI Marie A. Zettlem* r Commission#gD22138 ExpiresI 2007 Bonded y. F Atlantic BondingCo., Inc Permit # : ^"+ 13 Job Address: Z 19 ` C l.,— d Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: 111ty102 Z- l OF Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — /4 of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FLhtA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: y , Q 1 N r 4, Phone: Cont WAKApt RING. INC. /' -- — t G4--:) 1 g20Q27 d-- ttt State icense Number: PhoneQVi afC" 1=LORI ADVANTAGE PLUMBING, 1 Contact Person: i%r Bonding Company: OVIEDO, FLORIDA 32762-0027 Address: Mortgage Lender: Address: Architect/Engincer: Phone: Address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements for a Lic w, FS 713. Signature of Owner/Agent Datc Signature o'ff Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agcrtt's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida MARTHADr- HAIL Notary PubIIC, State Of Florida My Comm, exp. Feb. 1, 2t)06Owner/Agent is Personally Known to Me or Contractor/Agent r Personallye0mm-tte 0O 250139ProducedID — Produced ID fH Y APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) 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 SEMWILE COUNTY BK 05091 PSG 0377 CLERK'S # 2003200217 RECORDED 11/06/2003 0207t13 PM RECORDING FEES 6.00 REWRUED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pprAsrty Lot(s) 56, 57, 58and 60 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole Countorida General description ofimprovements: 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 #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount ofbond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: CERTIFIED COPY MARYANNE MBE CLERK OF CIRCUIT COU" SEMI 1COUrI Ya-- FLORIN twpow e4vm Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Hort n, nc. 0 o ert . awso , sststant ecretaryCorporateSe1) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of = VC'r1P- ,2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporatton, on e a oft iorporatton. He/She is personally known to me. Notary Public, State and County Aforesaid ry tgnature E C ATRICIA COULTON UBLIC STATE OF FLORIDA MISSION NO. DD134330 MISS121 EM ULY 26,2006 Notary Seal COUNTY OF SB1INOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75657 DATEo L T--7---- BUILDING PERMl"[ NUMB CITY) COUNTY N MBE : UNIT ADDRESS:: _1 / j__/U 1TRAFFICZONE: JURISDICTION: SEC: TWP: RN8x PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: O OWN[R NAME: L,4x r ADDRESS: 1\.. K------- APPLICANT NAME:- -------------_--_----_----------_--_--_----_--_-_-_-----------_ ADDRESS: __________________________________________________________________ LAND USE CATEGORY: 001 - Single Family Detakhed House TYPE USE: Residential WORK DESCRIPTION: Single Family Mouse: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE Cl dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE 205.00 STATEMENT RECEIVED BY: vY /i}J SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SI8NATORY/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 STATEMENT OF FEES WHICH ARE BUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; 407) 665-7474. PAYMENT SHOULD BE MADE TO: PAYMENT SHOiX-D BE BY CHECK THE STATEMENT NUMBER AND LEFT OF THE NOTICE, CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 OR MONEY ORDER, AND SHOULD REFERENCE CITY BUILDING PERMIT NUMBER AT THE TOP THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 _ Builder: DR HORTON Address: 'Wq ....-' 6 e Sly e CC, Permitting Office: City, State: Permit Number: Owner: ' * Jurisdiction Number: Climate Zone: Central 1. New construction or existing New , 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A 5. is this a worst case? Yes 6. Conditioned floor area (ft2) 1760 ft2 c. N/A 7. Glass area & type 4 a. Clear - single pane 271.0 ft2 _ 13. Heating systems b. Clear - double pane 16.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1010.0 ft2 EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 270.0 ft2 _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Aye DATE: C 3- 02 I hereby certify that this building, as designed, is in compliance with the Flon a Ene gy de. OWNER/ ENT:'`'(= DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: rilTV r%r r r...•.....,, EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 26.78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1496.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 MO 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 6978.4 1 As -Built Total: 188.0 5997.2 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33365.9 Summer As -Built Points: 39250.3 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 33356.9 0.4266 14229.6 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1760.0 5.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2606.0 As -Built Total: 1280.0 4324.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 Under Attic 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 367.2 1 As -Built Total: 188.0 470.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:.. , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1760.0 0.28 -492.8 1760.0 0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9252.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4812.8 0.6274 3019.6 9252.1 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.160 0.402 0.950 0.950 4060.2 4060.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: " " " PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941 T 11921 4060 7871 23852 EPASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'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/sq.ft. door area. Exterior & Adjacent Walls 606.1ABC. 1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned s ace, tested. Multi- stog Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. BA- 22 OT14FR PRESCRIPTIVE MFOSIIRFS lmint hay mint nr aveaarlael by all rg%alrlanw 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 efficiencr 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 -- 60T 1 Se crate 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-0206 Phone: (407) 831-2665 ProjectInformation For: DR HORTON Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 34257 Btuh Structure 29973 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 34257 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 30344 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 1150 Btuh Ventilation 1250 Btuh Heating cooling Infiltration 2351 Btuh Area (ft2) 1760 1760 Total latent equip. load 4751 Btuh Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Total equipment load 35095 Btuh Equiv. AVF (cfm) 188 94 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 0 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.046 cfm/Btuh Space thermostat Load sensible heat ratio 87 Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wncjhtsof't Right -suite ResidentWM 5.0.64 RSR26016 2002-Mar-01 10:21:37 EAF11es011 HORTON 20021174911749.rsr Page1 ENERGY PERFORMANCE LEVEL (EPL) T DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ I _ SEER:12.00 _ 3 _ b. N/A Yes 1760 112 c. N/A 271.0 ft2 _ 13. Heating systems 16.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hr _ 0.0 ft2 _ HSPF: 8.50 _ 0.0 ft2 b. N/A R=0.0, 188.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=3.0, 1010.0 112 _ EF: 0.86 _ R=I 1.0, 270.0 112 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1886.0 ft2 _ 15. HVAC credits PT, CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant f atures. Builder Signature: G'' -' Date: ': Address of New Home: - 1- City/FL Zip: J{][' FL NOTE.• The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar designation), your home may quadify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 1 RIGHT-J CALCULATION PROCEDURES A. B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14080 ft3 x 0.0167 = 188 cfm 2. Winter infiltration load 1.1 x 188 cfm x 32 OF Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ftz Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 ft3 x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x94 cfm x 18 OF Summer TD 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ftZ and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/Ib moist.diff. x 94 cfm 2351 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 29973 Btuh Sum of ventilation and structure loads = 30963 Btuh Rating and temperature swing multiplier x Equipment sizing load - sensible 0.98 30344 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/Ib moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 Sold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wr-tghtsoft Rlght-Suite Resldential^ 5.0.64 RSR26016 2002-Mar-01 10:21:37 9C.C.A E:\FilestDR HORTON 2002174911749.mr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32740-6206 Phone: (407) 831-2665 Job: 1749 MODEL 103-97 MANUAL J: rtn ha. 1 Name of room Entire House LIV/DIN LDY 8TH2 2 Length of exposed wall 188.0 It 58.0 ft 6.0 It 5.0 It 3 Room dimensions 19.0 x 24.0 ft 7.0 x 9.0 ft 6.0 x 9.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 It heaVcool 8.0 ftl heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig fN) Htg Clg ft2) Htg I Clg It') Htg Clg I Htg Gig 5 Gross a 14B 4.6 2.1 1290 344 0 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls and c 0.0 0.0 0 0 p 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c I 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 18 697 0 0 0 0 0 0•"• e 7L 20.8 16 333 0 0 0 0 0 0 f 0.0 0 0- 0 0 0 0 0 0 7 Windows and North 20.4 4 82 0•"` 0 0- 0 0- 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0- 0 SE/SW 56.9 98 5572 70 4246 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 16 2275 0 0 0 0 0 0 8 Other doors a 101) 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 b 11A 18.9 12.7 20 378 255 20 378 255 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 999 4603 2057 231 1064 476 0 0 0 0 0 0 exposed b 13C 3.2 1.2 270 851 316 120 378 140 30 95 35 40 126 47 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 325 6621 18621 113 2302 647 18 367 103 0 0 0 13 Subtotal loss=6+8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10* 3114 10 1003 10 99 10- 35 15 Total loss = 13+14 34257 1 low 1087 382 16 Int. gains: People 300 5 1500 1 300 0 0 0 p Appl. Q 1200 2- 1800 0 0 1 600 0.". 0 17 Subtot RSH gain=7+8..+12+16 27248 8773 1057 167 Less external coding 0 0 0 0 Less transfer 0 0 0 p 18 Dud gain 10°/ 2725 10°f 877 10°/ 106 10°/ 17 19 Total RSH gain=(17+18)'PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 20 Air required (dm) 0 1383 0 445 0 54 0 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A- wr7ghttsC?Fit Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Mar-01 10:21:37AME:\FilestUR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2W5 rowrvUAL J: tin ta. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 ft 25.0 ft 27.0 ft 3 Room dimensions 11.0 x 13.0 it 14.0 x 13.0 It 11.0 x 15.0 ft 18.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftj heaticool 0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig W) Htg C19 Htg I Clg ft2) Htg CI9 M Htg I Clg 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 0 0- 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 e 7L 20.8 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 1 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 72 2837CoolingENV0.0 0 0 0- 0 0- 0 0- 0 SE/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0•"' 0 0 0 0 0 Horz 142 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 143 243 318 182 309 405 165 280 367 234 397 521 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdo. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 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 20.4 5.7 16 326 921 16 326 92 181 367 103 72 14671 413 13 Subtotalloss-6+8..+11+12 2414 1843 2830 6229 Less external heating 0 0 0 0Lesstransfer000014Dudloss1024110OA184109A283100/ 62315Totalloss = 13+14 2658 2027 3113 6852 16 InL gains: People Q 300 0 0 0 0 0 0 2 600AppL@1200000'""• 0 0 0 0 017SubtotRSHgain=7+8..+12+16 1389 1349 1554 4819 Less external cooling 0 0 0 0Lesstransfer000018Ductgain10 ° 139 10 °/ 135 10 155 10 ° 48219TotalRSHgain=(17+18)'PLF 1.00 1528 1.00 1484 1.00 1710 1.00 S30120Airrequired (dm) 0 71 0 68 0 79 0 30 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. r,c wr"sG F1t5 ft RigMSuke ResidentialTM 5.0.64 RSR2.0 2002 Mar-01 10:21:37R+ E:\Files\DR HORTON 2002\1749\1749.mr Page 2 RIGHT4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 103-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: /tn La. 1 Name of room FAM KIT 2 Length of exposed wall 0.0 ft 3.0 ft 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Cig W) Htg Cig ft2) Htg Cig Htg Cig Htg Cig 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c I 37.0 0 0 0 0 d 9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NE/NW 42.5 0 0 56 2206 Cooling ENV 0.0 0 0 0 0 SE/ SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 221 348 456 252 427 561 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is dispL d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 20.41 5.7 16 3261 92 56 1111411 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 p Less transfer 0 0 14 Duct loss 100A 101 100A 545 15 Total loss = 13+14 1107 5997 16 Int. gains: People ® 300 2 600 0 0 Appl. @ 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less external cooling 0 0 Less transfer 0 p 18 Duct gain 10 342 10 472 0/1••« 19 Total RSH gain=(17+18)"PLF 1.00 3766 1.00 5188 20 Air required (cfm) 01 174 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr sj"tsoft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Mar-01 10:21.31 MAE:\Files\DR HORTON 2002\1749\1749.rsr Page 3 a RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32740-SM Phone: (407) 831-2M W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a c n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0bnnwacn0d11901.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y s a c y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 c wnghtsoft Right -Suite ResidenttalTM 5.0.64 RSR26016 - 2002-Mar-01 10:21:37 E:\Files\DRHORTON 2002\1749\1749.rsr Page 1 Most have a rb*% 3' bath du t to roof copf' trb &&fan I f l tOx6 — `. 1.0 12xt2 1,cd 4 5' 1 9' ?.. _. . i71 it F71 8x4 1Ktl 10 14xl4 rap 4' 10xb l.cd 60 qL t-"Iv IDx10 rapd4' 14x8fctl dr er dctY to roof cap y 44 rap T 1000 rap Y240 L_, 1 D i 0O nN 1B' pJ 1 In fflla. 6. Inx 14,11 l.cd 4' m 1 215 e 3' be h duct to roof cap A/C scolr 4/8'•1'0' PAD l.x13 plen 42X42 A/C SLAB 15 ton ./5k. t240v 1ph BY BL DR MIN 2' FROM WALLpintfornby bldr 4 inches around the air handler per the State has an Rating I lz S\ S1C Z S U mtn o O c UJI N o O O o r ik N ID OW • • .. > Z 1 z 1 O = Q Ax m(L..J(n00 e M!Tek® October 2, 2003 Mi%k, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5334 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4277162 thru I4277179. Total: 18 drawings. Job :DR 1749A a- 5Z Builder :D.R. HORTON Location :BAKERS CROSSING, LOT z County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 18 Truss drawing. 2) Truss Index. October 2, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\a.tre" 14277162 1,w0R1749A\a11.tre" 14277163 2,1DR1749A\a13.tre" 14277164 3,"\DR1749A\a15.tre" 14277165 4,"\DR1749A\a17,tre" 14277166 5,"\DR1749A\a19.tre" 14277167 6,"\DR1749A\a7.tre" 14277168 7,"0R1749A\a9,tre" 14277169 8,"\DR1749A\agab.tre" 14277170 9,-\DR1749A\c.tre" 14277171 1 0,"\DR1 749A\cgab.tre" 14277172 11,"\DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749Ay.tre" 14277175 14,"\DR1749A\kAre" 14277176 15,"\DR1749A\1Are" 14277177 16,"\DR1749A\m.tre" 14277178 17,"\DR1749A\s.tre" 14277179 rr...r....MYf NO, 45161 Orerr r iu_. o. S1'ATIE OF oRI vaL " December 19, 2002 AwARmNo - verm design Pww,%vtere and Rmw xoras oil Tms AND xavaxsa sma Bamitz um. ...® Design valid for use only with Mliel connectom ihk design It based only upon parameters shown, and Is for an Individual building component to be Inslafled and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsblNty of building designer - not truss designer. Bracing shown Is far lateral support of Individual web members only, Additional temporary bracing to Insure stabWty during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the buNtlktg designer. For general guidance regarding fabrbatbn, quality control storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSS-89 Bracing Specification, and HD-91 MiTek Handling Installlno and Bb toeingRecommendationavailablefromtrussPlateInstitute, 583 D'OnolDrive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i'f, *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/e„ J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS Q 2. Cut members to bear tightly against eachc2 other. Q WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locateU NUB a:joint and embed fully. Avoid knots and wane plates/s" from outside edge of a O at joint locations. and vertical web. atruss O 4. Unless otherwise noted, locate chordsplices i/aat 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 formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 9n Indicates location of joints at which bearings (supports) occur. 09 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® Aa.® 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 puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Oty Ply HORTON 1 14277162 DR1749A A ROOF TRUSS 18 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Thu Dec 1916:58:20 2002 Page 1 0 0 7-0-9 13-5-4 , 19-10-0 26-2-12 32-7-7 39-5.0 40 8-0 1-0411 7-0-9 6-4-12 6-4-12 6-4-12 64-12 7-0-9 1411-0 Scars • 1:et2 5's = 5 5.00 12 3x4 4 3.4 4 6 5.6 G 5r5 3 7 2 5 0ld1yy 34 = 14 13 12 11 10 US = 3.4 = 3x5 = 3x5 = 318 = 3.4 = 10.2-14 19-10-0 29-5-2 - - _ 3941.0_- - - 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets MY): 2:0-4-2 0-1-8 3:0-3-00.3-0 :0-3-00- 8:0-4-2 0-1.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 MII20 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.61 10-12 >764 BCLL 0. 0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/ size) 2=1936/0-8-0, 8=1936/0-8-0 MaxHorz2= 222(load case 4) Max Uplift2=- 1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=3676, 3A=-3316, 45=-2334, 5.6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3- 14=-406,4-14=538,4-12=-855,5.12=1322,6-12=-855,6-10=538,7-10=-406 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf-, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8, 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. p LOAD CASES Standard ii F I,9 Pb.45161 STATE OF ,. NAL AwAmmo - Verov design pai ar esters aAd R SAD NOTISS ON TBJS AND im wilts 6 swe nz"pS US6. Design valid for use only with MITek connealots. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. ApplcabNRy of design parameters and proper incorporation of component is responsk4lity of building designer - not truss designer. Bracing shown is for lolerai support of Individual web members only. Additional temporary bracing to Insure dobNlly during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance El regarding fabrication, quality conhot storage, delivery, election and bracing, consull CST-86 Quality Standard, OSI.89 Irceing SpecRbation, and HID-91 MiTek® Handling InstalllnqandIroclngRecommersdatlonavailablefromTrussPlateInstltute, US D'Onotrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 8 securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 2. Cut members to bear tightly against each other. OCr3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate i joint and embed fully. Avoid knots and wane plates'/a"from outside edge of d O at joint locations, truss and vertical web. va o 4. Unless otherwise noted, locate chardsplices 06 at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 perpendicuiar 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 n Indicates location of joints at w which bearings (supports) occur. as WWI TM PANEL CLip FORM018, 019 OaJWi-nWt ® HMRO,AJR0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14277163 DR1749A A11 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 1916:58:20 2002 Page 1 11-0-0 5-9-14 111.0-0 16-10-11 22-9-5 28-8-0 33-10-2 39-1-0 40-e-p 1-0-0 5-9-14 5-2-2 5.10.11 5-10-11 5-10.11 5-2-2 5-9-14 1-0.0 Scale • 1:e6.1 Se= zat 11 se = 54 = 4 5 8 7 5.00 12 2a4 2x4 G 3 t1 2 9 3><5 = 16 15 14 13 12 11 3x5 = 3x4 = 3XS = Us = U4 = 315 = 3x4 = 8-3-14 16.10-11 22-9-5 31.4-2 39-" 8314 8-6-13 5-10-11 8-6-13 8.3-14 Plate Offsets Y : 2:0-4-20-1 8 4:03-0 0-2-4 6:0-3-0 0-3-0 :0-3 0 0-2-49:0-4-2 0-1-8 LOADING ( psf) SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-73 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid Ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz 2=-134(load case 5) Max Uplift2=-954(load case 2), 9=-954(load case 3) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3797, 3-4=3521, 45=3773, 5-0=3773, 6-7=-3767, 7-8=-3521, 8-9=-3797, 9-10=14 BOT CHORD 2-16=3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039, 11-12=3039, 9-11=3465 WEBS 3-16=-292, 4-16=420, 4-14=934, 5-14=-426, 6-14=-9, 6-13=-427, 7-13=925, 7-11=420, 8-11=-292 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 954 lb uplift at joint 2 and 954 lb uplift at joint 9 13 5) Truss Engineer. Junaidie Budiman, PE#45181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.`,, e..M LOAD CASE(S) Standard 5 / G',gl.,, e rJ y P10. 45161 j • STATE OF J'•. r....• r• vaL WARxixa - trerW design parameters and READ NOTES ON rjjjs AND RCVSAt= SMS 89"RE UM. 00111016 DesignvalidforuseonlywithWeltconnectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building deslgnet - not truss designer. Broctng shown is lot lateral support of Individual web members only. Additional tempotaiy bracing to Insure stability during construction is the tesponsibllity of the erector. Additional permanent bracing of the overall structure is the iesponslb1illy of the building designer. For general guidance tegarding tobtkatlon, quality control, storage, deAveiy, erection and bracing, consult OST-88 Oually Standard, OSB-69 Bracing Specification, and HIS-91 M iT@ k HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onottb DIN*, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4410- 13/1. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property 1/9 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachca other. o J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 1: aZ0 joint and embed fully, Avoid knots and wane plates 7/8" from outside edge of a y O at oint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licespceoatI/4 panel length('' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur, WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL > m CUP FORM016,019 HYQRO'Wir e 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, erection and installation of trusses. 1 "3 Mitek Holdings, Inc. Job Truss Truss Type Qy Ply HORTON 14277164 DR1749A A13 ROOF TRUSS 1 1 oDfional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page i 1.1-0-Q 6-9-14 13.0-0 17-6-11 22-1-5 26-" 32-10-2 39-" 40-e-p 1-0-0 6-9-14 6-2-2 4-6-11 4-6-11 441-11 6-2-2 6-9-14 1-0-0 Scab-1:68.1 Sxe = 3x4 = 3x4 = 5x8 = 4 5 6 7 5A0 12 3.4 6 3 8ZVH>3x4-' 3x8 = 15 14 13 12 11 3,8 m 2x4 11 5xe = 3x4 = 5x8 = 2.411 r-9-14 13-0-0 19-10-0 26.E-0 32-10-2 I 39-8-0 6-9-14 6-2-2 6-10-0 6-10-0 6-2-2 6-9-14 Plate Offsets X Y : 2:0.4-2 0-1-8 4:0-3-0 0-2-3 :0-3-00-2-4 9:0-4-2 0-1-8 12:0-2-12 0-M 14:0-2-12 0-3-0LOADING( psf) SPACING 24)-0 CS! DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.32 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL 0.0 Rep Stress Iner YES WB 0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=-154(load case 5) Max Uplift2=-925(load case 4), 9=-925(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3771, 3-4=-3114, 4-5=-2874, 5-6=-3237, 6-7=-2874, 7-8=-3114, 8-9=-3771, 9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14.3209, 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3-15=127, 3-14=-634, 4-14=799, 5.14=523, 5-13=74, 6-13=74, 6-12=-523, 7-12=799, 8-12=-034, 8-11=127 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf,, BCDL=5.Opst,, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 925 lb uplift at joint 2 and 925 lb uplift at joint 9 113 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.`"S Ls/, all G' j LOADCASE(S) Standard t : No. 45161 STATE of At NNAL A WARMNO - Vor(/y dedyn pararnetersr and Et&W xordss ON TII114 AND RB VCRSB SME eE"RIS USES. Design valid for use only with Milek connectors. This design k based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpototlon of component k tesponsibllity of building designer - not buss designer. Btacing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction It the responsibmty at the erector. Additional permanent brbeing of the overall shucture It the responsibility of the building designer. For general guidance tegarding lobrloatlon, quality conhol, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSI-89 gracing SpeeRivation, and NI691 M Tek® HandlingInslalllnaandBroctngReeommondatlonavailablefromTtussPlateInstitute. 583 D'Onoeto DtNe, Madison, Wl53719. Symbols Lumbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 1=/, *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachcaC3 other. O Q WEBS J5 3. Place plates on each face of truss at eachQ"'*For 4 x 2 orientation, locate i Qjoint and embed fully. Avoid knots and wane plates I/s"from outside edge of a y O at oint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords icespl at I/4 length(+ 6" fromceC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MTek® sue® rw 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 food deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, _ IS. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Oty Ply HORTON 14277165 DR1749A A15 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 IS Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 11-0-0 7-9-14 15-0-0 19-10-0 2441-0 31-10-2 3941-0 40-ti-p 14).0 7-9-14 7-2-2 4-10-0 4-10-0 7-2-2 7-9-14 1-0.0 Stab • 1:55.1 5.00 12 3A Br8 4 5 5 5161, 56 3 7 2 8 5dd yy d t Id 3.0 = 13 12 11 10 3.5 = 2M 11 5A = 64 = 20 II 74)-14 15-0-0 24-841 _ _1_ 31-10-2 39-8-0 7-9-14 7-2-2 9-8-0 7-2-2 7-9-14 Plate Offsets MY): 2:0-4-2 0-1-8 3:0-3-0 0.3-4 4:03-00-2-4 6:0-3-00-2-4 :0-3-00-3.4 8:0-4-2 0-1-8 ll:0-4-0 0-3-0 12:0.4-00-3-0 LOADING (psf) SPACING2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 197 lb LUMBER Is BRACING TOP CHORD 2 X 4 SYP No.2D `Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 1936/048-0, 8=1936/0-8-0 Max Horz 2=-1 74(load case 5) Max Uplift2=-953(load case 4), 8=-953(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 23=-3673, 3-4=-2887, 4-5=-2669, 5-6=-2669, 6-7=-2887, 7-8--3673, 8-9=14 BOT CHORD 2-13= 3363, 12-13=3359, 11-12=2803, 10-11=3359, 8-10=3363 WEBS 3.13=147, 3-12=-767, 4-12=668, 5-12=-220, 5-11=-220, 6-11=668, 7-11=-767, 7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed :Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. b 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 953 lb uplift at joint 2 and 953 lb uplift at joint ,Dtf- 13 8. , Truss Engineer. Budiman, PEff45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.•' •Q'S l %l •, 5) Junaidie ,. C G9LOAD CASE(S) Standard •• " a P10.45161bt iz STATE F t( iiti ea`'ar• oNAL AwmmNo • vertV weign parameters and amo Norts oNTurs AND xEmm am aamm um. ® Design vood tof use only with MUek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer • not truss designer. Bracing shown is for lateral support of Individual web members onty. Additional temporoiy bracing to Insure stability during construction is the responsiblllly of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general gukiance regarding fabilcatlon, quality control, storage, delivery, election and bracing, consult OST-88 Ouallty Standard, DSS•89 tracing SpeclRcallon, and HIS-91 m Handling Installing and BracingRecomendaflonavailablefromTrussPlate Institute, $43 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plotes. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Piste 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, 492210 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. e MiTeke TM PANEL CLIP FORM016.019 QAfJQ-NAul HYOR %R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277166 DR1749A A17 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:68:22 2002 Page 1 6-1-3 1143-10 174)-0 22-" 28-1-8 33$13 3941.0 40 8 0 1-0.0 6-1.3 5-M 5-" 5-8-0 5-5-6 5-6-6 6-1-3 1-0-0 Scar• • 1:55.1 5 5 3A G 311 4 7 5.00 /2 J1 3 5 2 8 1Q 1 ff y_ 3a5 = 15 15 14 13 12 11 34 3A= US = US = 3.4= 315= 3.4= 8-9-14 17-0-0 2241-0 30-10-2 _ 3941-0 8-9-14 8-2-2 5-8-0 8-2-2 8-9-14 Plate Offsets KY2:0-4-2.0-1-81,13:0-3-0.0-3-01,15:0-3-0,G-2-41,[6:0-5-12.0-2-81,18:0-M.0-3-01.[9:0-4-2,0-1-81 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( lb/size) 2=1936/041-0, 9=1936/0-8-0Max Horz2=-194(load case 5) Max UpliR2=-978(load case 4), 9=-978(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3768, 3d=-3474, 4-5=-2650, 5-6=-2457, 6-7=-2650, 7-8=-3474, 8-9=-3768, 9-10=14 BOT CHORD 2-16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12-13=2991, 11-12=2991, 9-11=3440 WEBS 3-16=-317,4-16=439,4-14=-723,5-14=610,6-14=0,6-13=610,7-13=-723,7-11=439,8-11=-317 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) 9. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 978 lb uplift at joint 2 and 978 lb uplift at joint 135) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE( S) Standard a UG +• P40. 45161 ,r Iwy STATE OR oIMAL AWAPPHNG - VarM design paranseters and READ NO=S ON TIM AND REVERSE SWE BEFORE t=. sssw... iv Design valid for use only wish Mnek Connectors. ihls design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer, Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvety, efectlon and bracing, consul) QSY-88 Quality Standard, DSO.89 tracing Specification, and NIB-91 MiTek® HandlingInstallingandBracingRecommendationavallabiefromtrussPlateInstitute, 593 D'Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a o` For 4 x 2 orientation, locate 0 plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. FORM018,019 H=R0,WR Job Truss Truss Type Qty Ply HORTON 14277167 DR1749A A19 ROOF TRUSS 1 1 Coptional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2D02 Page 1 11-0-Q 6-9-3 12-10-10 19-" 20 t10, 20-" 32-10-13 3941-0 #§:? 1.0-0 6-9-3 6-1-6 6-1-6 1-8-0 6-1-6 6-1.6 6-9-3 1-0-0 Seals • 1:66.1 5x8 = St8 = 5 8 5.00 12 3x4 i 3x4 4 7 5x6 ! US 3 e q 6 1Q i 1O1 axe = 16 15 14 13 12 11 Us = 30 = 3x6 = 3.4 = 3.4 = 3x6 = Sx8 = 9-9-14 19-0-0 20 8 0, 29-10-2 39-&0 9-9-14 9-2-2 1-8-0 94-2 9-9-14 Plate Offsets MY): 2:0-4-2 0-1-8 3:0.9-0 0-3-05:0-3-0 0-2-46:0-3-00-2-4 8:0-3-0 0-3-09:0-4-2 0-1-8 l l:0-3-00-3-0 LOADING (psf) SPACING 2-0- 0 CSI DEFL in (loc) I/def1 PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(L-) 0.34 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 11-13 >885 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 2021b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size) 2=1936/ 0-8-0, 9=1936/0-8-0 Max Horz 2=214(load case 4) Max Uplift2=-1002(load case 4), 9=-1002(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3900, 3-4=-3540, 45=-2536, 5-6=-2269, 6-7=-2536, 7-8=-3540, 8-9=-3900, 9-10=29 BOT CHORD 2-16=3488, 15-16=2909, 14-15=2909, 13-14=2269, 12-13=2909, 11-12=2909, 9-11=3488 WEBS 3-16=-409, 4- 16=560, 4-14=-862, 5-14=663, 6-13=663, 7-13=-862, 7-11=560, 8-11=-409 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1002 lb uplift at joint 2 and 1002 lb uplift at joint 9. 6.OF- 8 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. • i.,• '//>_ Z LOAD CASE(S) Standard ;'y .• S t : Pb. 45161 STATE OFsaLAwAmNG - VerW de. tgn par+ airmurs and READ NOTES ON TRTS Am mmiati iS SIDE BEFORE use. Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and piopei Incorporation of component is iesponslbllBy of building deslgnet - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tempotary biocing to insure stability during construction is the tesponslblllty of the elector. Additional permanent bibcing of the overall shucture is the iesponslbliBy of the building designet. For general guidance iegarding fabiloatio n, quality control. storage, delivery, election and bracing, consull OST-85 Quality Standard, DSI.69 Bracing Specification, and NIB-91 Handling Installina and Bracing Recommendation available from Trust Plate Institute, 593 D'Onoltb Drtve, Madison, WI $3719, M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Persona! Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of Q o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(' 6" fromC, C6 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/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. Pk3te 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, P PEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NMRO.AJOR0 Job Truss Truss Type Oty Ply HORTON 14277168 DR1749A A7 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MITek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 0 Q 3.9-14 7-0-0 10-4-0 18 8 0 23-" 29-" 3241.0 35-10-2 , 3948-0 40 6 p1 1-041 3-9-14 3-2-2 3-4-0 6-4-0 6-" 6-4-0 3-4-0 3-2-2 3-9-14 1-0.0 SUN • t e9.t exe = = 600 = 7xe = 8xe = 4.5 = 64 5.00 12 4 5 e 7 e 9 2A 2.4 i 3 10 2 11 j 4x9 = 20 19 to 17 16 15 14 13 Us = 44 = 7,8 = 4xe = 1104 = 4xe = 5xe = 44 = 4xe = 7-0-0 10-" 1641-0 23-0-0 29-" - -- 1-- 3241-0T 39-6-D 7-0-0 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 7-041 Plate Offsets MY): 4:0-2-12 0-3 8 6:0.4-0 0-" 9:0-2-00-3-4 19:0-" 0-5-4 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) *Except' TOP CHORD Sheathed or 2-2-1 oc purlins. 4- 6 2 X 6 SYP SS, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-3-6 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-17 WEBS 2 X 4 SYP No.3 *Except* 2 Rows at 1/3 pts 5-17 5- 17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D REACTIONS ( lb/size) 2=-382/0-8-0, 19=5682/0-8-0, 11=2386/0-8-0Max Horz2=-95(load case 5) Max Uplift2=-706(load case 7), 19=-3785(load case 2), 11--1452(load case 3) Max Grav2=225(load case 3), 19=5682(load case 1), 11=2395(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=1663, 3-4=2040, 4-5=4301, 5-6=-1807, 6-7=-1807, 7-8=-5106, 8-9=-5597, 9-10=-4998, 10-11=-5157, 11-12=17 BOT CHORD 2-20=-1520, 19-20=-1844, 18-19=-4301, 17-18=-4301, 16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3-20=-401, 4-20=893, 4-19=5223, 5-19=-3396, 5-17=6677, 6-17=-976, 7-17=-3606, 7-16=480, 8-16=536, 8-14=-588, 9- 14=1215,9-13=773,10-13=-89 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psF, BCDL=5.Opsf; occupancy category 11; exposure 8; partially;MWFRS gable pkf— Iti7pp endzone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. q .fr 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 Ib uplift at joint 2, 3785 lb uplift at joint 19 100 and 1452 Ib uplift at joint 11. ' 5) Girder carries hip end with 7-" end setback load( s) down 435.51b 325-0, 603.21b down M. 45161 lb 6) Special hanger(s) or connection(s) required to support concentrated603.21b and up at and and 435.5Ib up at 74).0 on bottom chord. Design for unspecified connections) is delegated to the building designer. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. STATEJl; i% LOADCASE(S) Standard j Q • ti ", 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-154.2, 9-12=-74.0, 2-20=-20.0, 13-ZO=-41.7, 11-13=-20.0 AL ConcentratedLoads (lb) Vert: 20=-603.213=-603.2 0 WARMNG - ver(Jy design para~tere and RICAD NOTES off TRZ8 AND RLVrJtSC surds BlIr"RE USE. 1110111.. Design valid for use only with Mrek connectors. This design k based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component If responsibility of building designer - not truss designer. Bracing shown Is tot lataat support of Individual web members only. Additional temporary bracing to Insure stability during construction Isthe responsibility of the erector. Additional permanent bracing of the overall shucium Is the responsibility of the building designer. For general guldoncs regarding fabrication, quality control, storage, de"iy, election and bracing, consull OST•68 Quality standard, DSI.89 Bracing Speclllcallon, and HIS-91 iTek® HandlingIndRalllnqandBrocingRecommendationavailablefromTrussateInstitute, 583 D'Onohlo Drlve, Madison, WI $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachG7CJ other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O joint and embed fully. Avoid knots and wane at joint locations. plates/e" from outside edge of a ti truss and vertical web. a o 4. Unless otherwise noted, locate chords InesP at /4 length(+ 6" fromC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Noll Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM016,019 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1 M Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON r 14277169 R1749A A9 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2D02 MITek Industries, Inc. Thu Dec 1916:58:23 2002 Page 1 11-0-0 4-9-14 9-0-0 16-2-11 23-6-5 30-" 34-10-2 39-" 4 p 1-0-0 4-9-14 4-2-2 7-2-11 7-2-11 7-2-11 4-2-2 4-9-14 1.0-0 Scar• • 1:66.1 5x6 = 5*5x6 = 3.4 = 5.00 12 4 5 8 7 2x4 \\ 2.4 3 6 2 6 _ to 316 = 17 16 15 14 13 12 11 3x6 = 3.4 = 7x6 = 3x6 = 3x4 = 3x6 = 7.0 = 3x4 = 6-5-14 10-" 19-10-0 29-4-0 34-2-2 3941-0 5-5-14 4-10-2 9-6-0 9-6-0 4-10-2 5-6-14 Plate Offsets KY): : 4:0-3-00-2-45:0-3-0 0-3-0 :0-3-0 0-2-4 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 MII20 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.37 12-14 >942 BCLL 0. 0 Rep Stress Ina YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10. 0 Oode FBC2001 1st LC LL Min Vdefl = 360 Weight: 190 lb LUMBER # BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-45 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 REACTIONS (lb/ size) 2=19/0-8-0, 16=2578/0-", 9=1275/0-8-0 Max Horz 2=114(load case 4) Max Uplift2=- 317(load case 7), 16=-1532(load case 2), 9=-637(load case 3) Max Grav2= 870oad case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=723, 3-4=829, 45=1537, 5-6=-1186, 6-7=-1776, 7-8=-2195, 8-9=-2307, 9-10=14 BOT CHORD 2-17=-658, 16-17=-1135, 15-16=467, 14-15=467, 13-14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3- 17--319, 4-17=546, 4-16=-1211, 5-16=-2384, 5-14=1043, 6-14=-781, 6-12=61, 7-12=117, 7-11=424, 8-11=-224 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opst; occupancy category II; exposure B; perfially;MWFRS gable end zone; cantilever left and right exposed; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. p 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 1532 lb uplift at joint 16 and 637 lb uplift at joint 9. •..•••N•..• _ 5) Truss Engineer. Junaidie Budiman, PEif45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' •s 1 (%',9,!, G LOADCASE( S) Standard Flo.45161 STATE of . NAL A WAMNQ - Ver(Jjf design pasameaer a and wswn NOTES ON'FJM AM wsvart= Sma Harrows tssE. 6•. Design valid rot use only with MITek connectors. this design is based only upon parameters shown, and is lot an Individual building component to be installed and loaded vertically, Applicability of design parameters and proper Incotpoiatlon of component is responsibility of building designel - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insute stability duling construction is the responsibility of the erector. Additional permanent bracing of the ovetaN shucture is the responsibility of the building designer. For general guidance regarding fabrication, quaMy control, storage, dekvwy. erection and bracing, consull OSl-a! Quality Standard, DSS-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. U3 D'onofrb Drive, Madison. WI $3719. M iTek 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. All i 0 0 For 4 x 2 orientation, locate plates IA" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at goR which bearings (supports) occur. 0 19! . MiTeko FORM018, 019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 0 at joint locations. 0 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. t Job Truss Truss Type Oty Ply HORTON 14277170 R1749A AGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 Mi7ek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 11 0 0 7-0.9 13-5-4 19-10-0 26.2-12 32-7-7 39.841 40 8 p 1-04) 7.0-9 6-4-12 64-12 6-4-12 6-4-12 740-9 1-0-0 Scale " 1:67.2 s,e = s 5.00 12 3A i 3" 4 5 5r9 SAS 3 7 2 8 9 d a j_ dt 3.5 = 14 13 12 11 10 3A = 3A = 3d = 3r9 = 3,e = 314 = 10-2-14 19.10-0 29-5-2 3941-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X Y): [2:0-4-2,0-1-8], (3:0-3-0,0.3-0), [7:0-3-0,0-3-0), (8:0.4-2,0-15], [35:0-M,0-0-0], (35:0-0-0,0-0-0], (36:04)-0,0-"], I37:0-0-0,0-"], [38:0-",0-"), [38:0-" O-M), [39:0-0-0,0.0-0], [40:0-0-0,0-0.0], (41:0-0-0,0-0-0], [42:0-",0-0-01, (43:0-0-0,0-"], (43:0- ,0-0-0], [44:0-0-0,0-"], [45:0-0-0,0-"j, [46:040.0,0-0-0], 47:040-0 0-0-048;040-0 0-" 48:040-0 0-0-049:04)-0 0- 0 50:0-0-00-" 51:0-" 0-0-052:0-" 0-0 0 53:0- 0 0-0-054:0-0-00* LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.95 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No. 3 WEBS 1 Row at midpt 4-12, 6-12 OTHERS 2 X 4 SYP No. 3 REACTIONS (Ib/size) 2=1936/0- 8-0, 8=1936/0-8-0Max Horz2=222(load case4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2- 3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13- 14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14= 538, 4-12=-855, 5-12=1322, 6-12=-055, 6-10=538, 7-10=-406 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 113 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Mi7ek "Standard Gable +....•+.., I End Detair fg}, 11 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2- M oc, ' •' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at * l joint 8. No. 45161 7) Truss Engineer. Junaidie Budiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. . LOAD CASE(S) Standard p STATE OF .• i A WARNING - verVy deetyn parametere and RLAD N011Ss ON TRW AND REVERSE SME AINMI 3 EM. Design valid lot use only with MITek connector. This design Is based only upon parameters shown, and is for on individual building component to be Installed and loaded venloaBy. Apptcabillty of design parameter and propel Incorpolalion of component is iesponslblltty of building designer - not tluss designer. Bracing shown Is lot loteral suppoit of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the efecloi. Additional permanent Mating of the overall shucluie It the iesponsibllty of the building designer. For general guidance regarding fabrkatlon, quality control, storage, dellveiy, erection and bracing, consull CST-88 Quality Standard, OSB-89 Bracing Speefto on, and NIB-91 Handling Installing and tracing Recommendation available mom buss Plate Insf lute. $93 D'Onohio Ddve, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A" 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneraf Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length('' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-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. 4 4 The first dimension is the width 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, 00", unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. _ 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. O 1993 Mitek Holdings, inc. CLIP FORM016,019 HYDROLA%R® 4 Job Truss Truss Type City Ply HORTON 14277171 R1749A C ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 1-" , 5-2-14 9-10-0 1-" 5-2-14 4-7-2 4-7-2 4-9-14 Scab • 1:33.3 44 4 5.00 12 2x4 2M 3 5 8 2 7 3x4 = Us = 3x4 9-10-0 19-3-0 _ - 9-10-0 9-5-0 Plate Offsets MY): :0-" 03-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdef1= 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc tracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=883/0-3-0, 2=986/0.8-0 Max Horz 2-1310oad case 4) Max Uplift6=438(load case 5), 2=-537(load Case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-1487, 3-4=-1088, 4-5=-1088, 5.6=-1455 BOT CHORD 2-7=1354, 6-7=1315 WEBS 3-7=-383, 4-7=483, 5-7=-340 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 6 and 537 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. Dif- LJbj LOAD CASE(S) Standard ' ,.Q l%+q•• i+la.45161 STATE OF LANAI AwAmm - ve+rW wetim parameters and mmD Norms oNTins Am Rzvaxsa wDic Bate Rs um. Design valid tot use only with MITek connectors. Thk design Is based only upon parameters shown, and Is for an Individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not puss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure slobABy during construction Is the tesponslbil8y of the erector. AddBlonal permanent btacing of the overall structure Is the msponslbHBy of the building designer. For general guidance regarding tabrbatbn, quality control, storage, delivery, erection and bracing, consult QST•Sa Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onoftb Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property/ 13/4 * Center plate on joint unless damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property Ye securely seat, J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachuc other. o C WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o h a joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c a o at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chords icessplices at r14 length(+ 6" fromGo , u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. For tabular plating formal refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING NrIA Indicates location of joints at which bearings (supports) occur. FORM016,019 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® HnW0 WR 0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1"3 Mitek Holdings, Inc. ob Truss Truss Type Oty Ply HORTON 14277172 R1749A CGAB ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 1916:58:26 2002 Page 1 1 0 0 5-2-14 9-10-0 14-6-2 19-" 20.8-0 1.0.0 5.2-14 4-7-2 4-7-2 5.2-14 1-0-0 ScW " 1:35.1 One = 4 2.4 II 2.4 II 5.00 12 2X4 2x4 2z4 II 3 5 2.4 II x4 II o II 0 2 II be II 6 2.4 11 2.4 11 2M 11 a 2x4 11 W 11 2a4 110EO 3.4 - 5,e = 3.4 - 9.10-0 19-8-0 9.10-0 9-10-0 Plate Offsets MY): 8:0.4 00-3-0 16:0-0.0 0-0-017:0-0 0 O-" 18:0- 0 O-" 19:0- 0 0-0-020:0.0 0 0-0-021:O-" 0-0-0 22:0-0-00-0-0 LOADING (psf) SPACING 2- M CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.06 8 >999 M1120249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 Na BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11.4 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 996/0-8-0, 6=996/0-8-0 Max Harz2=122(load case 4) Max Uplift2=-541(load case 4), 6=-541(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-1510, 3-0=-1113, 4-5=-1113, 5.6=-1510, 6-7=14 BOT CHORD 2-8= 1376, 6-8=1376 WEBS 3-8=-382, 4-8=502, 5-8=-382 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable pp End Detail" `t 17%` 4) Gable studs spaced at 2-M oc. 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 4.••••'•••.. I 641 lb uplift at joint 2 and 541 lb uplift at joint• 6. fir 4 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. a t No. 45161 LOADCASE(S) StandardosSTATEOFtgRI ANAL A WARMNO - V* rW designparameters and ROAD 1V0Ta8 ON THIS AND MVLRS6 MDR DAMRB Ulu. onsossiolt Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicabidty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibliliy of the etectot, Additional permanent brbtcing of the overall structure is the responsibility of the building designer. For general guidance regarding tobrioation, quality control, stotage, de5veiy, erection and bracing, consull CST-88 Quality Standard, 01111-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and StacingRecommendallonavailablefromTrussPlateInstitute. $83 D'Onofiio Dilve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 J/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Welk/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 Q WEBS JS oCr o anti 0 U a ca c? u 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MTek® CLIP PANEL TM AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 paned 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. IM WWII: Holdings, Inc. ` FORM016,019 ob Truss Truss Type Oty Ply HORTON 14277173 R1749A D ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 6.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:68:27 2002 Page 1 1-0-0 5-2-0 10.4-0 11-" 1-0.0 5-2-0 5-2-0 1-" sew • 1:20.1 One = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 12 4 2 II 3X4 = s2%4 3A = 3.8 11 5-2-0 94t-0 10 4-0 5-2-0 4-6-0 0-8-0 Plate Offsets MY): 4:0-1-14 0-0-2 4:0-0-4 Ed LOADING (psf) SPACING 24)-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL TO Lumber Increase 1.33 BC 0.52 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBO2001 1st LC LL Min Vdef1= 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" 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 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=561/0-3-0, 4=561/0-3-0 Max Horz2=-75(load case 5) Max Uplift2=-018(load case 4), 4=-318(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-596, 3-4=-596, 4-5=14 BOT CHORD 2-6=547, 4-6=547 WEBS 3-6=101 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf, BCDL=5.0psf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. pp 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 lb uplift at joint ` E 13 4. •' 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard J; Ar STATED AWAMNO . V*r•Vy design Parcunstem and Rwo NOTES ON THO AND REVERSE Saar REMRS EME. .... Design valid for use only with Mliek conneclois. ihk design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically, Applicability of design parameters and proper incotporatlon of component Is responsibility of building designer - not truss designer. Bracing shown Is loi lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the emcloi, Additional permanent briacing of the overall structure Is the responsblilly of the building designer. For general guidance regarding fabrication, quality confrol, storage, deAveiy, srection and bracing, consult OST•88 Quality Standard, DSI.89 {racing Specification, and HIS-91 Handling Installing and S19, raoingRecommendationavollablefromTrussPlateInstitute, W3 D'Onoldo Drive, Madison, WIMiTek® 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. cr 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x .4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. M iTeke TMJil PANEL CUP FORM016,010 N©A01 R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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. IM Mitek Holdings, Inc. ob Truss Truss Type Oty Ply HORTON 1 14277174 R1749A DGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 1 11-" 5-2-0 10-4-0 - - '- It-" , 1 1 1-" 5-2-0 6-2-0 1." Scale " 1:20.1 Ore = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 12 2 4 II 20 It 2 4 yy5 ,d 2A II ere II 2.4 II 3A II 3x4 = 3.4 = 5-2-0 9-" _ _ 10-4 6-2-0 4-6-0 0-8-0 Plate Offsets MY): 4:0-1-14 0-0-2 4:0-0-4Edoel LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS ( Ib/size) 2=564/0-3-0, 4=560/0-1.8 Max Horz2=-75(load case 5) Max Uplift2=-319(load case 4), 4=-316(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-603, 3.4=-602, 45=14 BOT CHORD 2-6=553, 4-6=553 WEBS 3-6=101 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable p end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. lD1 13 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 ••.. •»...•A End Detail" 4) Gable studs spaced at 2-" oc. Q1 i/L,9y'ir_ l 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 316 lb uplift at joint * : 4 7 No. 45161 7) Beveled plate or shim required to provide full beating surface with truss chord at Joint(s) 4. . S 8) Truss Engineer. Junakdie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, STATE LOAD CASE(S) Standard r0 A W.lRmm - verW design pamnwters and RaAiD NToTas oW TmsAND RaveRsz wDz BZFORC EMS. Destgn valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipoiatlon of component Is tesponslbisty of building designer - not truss designer. Bracing shown Is lot Iatwol support of Individual web memtxts only. Additional temporary bracing to Insure slabdRy during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etectlon and biacing, consull OST-88 OualBy Standard, DSI-89 Bracing SpecMlcatlon, and HII.91 M iTek HandlingInstallinqandBrocingRecommendationavailablefromTiuuPlatsInstitute, 563 D'Onofilo Dilve. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q O For 4 x 2 orientation, locate X plates 1/8" from outside edge of truss and vertical web. 0 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at woo which bearings (supports) occur. 0 mi! , MiTek® TM PANEL CLIP FORM018,019O-L AGenera! Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. w job Truss Truss Type Qty Ply HORTON 14277175 R1749A J ROOF TRUSS 14 1 o ional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 1 D 0 7-" 1-0-0 7-" 3 Sal • 1:16.6 SAO 12 2 4 ace - 7-0-0 7-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - Na M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def1= 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYjP 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-" oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=221(load case 5) Max Uplift3=-255(load case 5), 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 1-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard pp NO I * p ;STATE OF r R 1 • WARMNG - VerW design parameters and REAL! NOTES ON THIS AND RET/ERSE SM S BEFORE USE. brbw® Design valid rot use only with MITek connector& this design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpotatlon of component Isresponsibpny of building designer - not buss designer. Bracing shown is lot loWal support of Individual web members only. Additional temporary bracing to Insute stability during construction Is the tesponslbllity of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance tegatding fabrication, quality conhoL storage, de"iy, erection and bracing, consult OST-88 Quality Standard, OSS-89 tracing Specification, and HIS-91 Handling Installing and bracing Recommendation avollable from Truss Plate institute, 583 D'Onoftlo Delve, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. A For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. a Q 0 c3 a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M Teke PANEL TM CLIP FONM018,019aiO''"'""'"- HM90- A/R 0AGeneral 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. ob Truss Truss Type O!ty Ply HORTON 14277178 R1749A K ROOF TRUSS 4 1 Optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 140-0 5-0-0 1-0-0 5-" 3 Scats • 1:13.0 5.00 12 2 1 a 20 5-06-0 1 5-D-O LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-M, 4=46/Mechanical Max Horz2=161(load case 5) Max Uplift3=-178(load case 5), 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 1-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 45161 ,k STATE OF ehe e 7• tti' L A WA M»G - vertV design parameters and JMW Narks GxTKIS AM R=VrJ= SWE BZMJW vats. . .. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed and loaded velticglly. Applicability of design patometen and piopet klcotpotatlon of component is tesponslblllfy of building deslgnet - not truss deslgnet. Btocing shown is lot btetal support of Individual web members only. Additional temporary btacing to Insure stability during construction is the tesponslbility of the erector. Additional permanent btbtcing of the overall shuclwat is the tespondbNity of the building designer. For general guidance regording fabticallon, quality control storage, delivery, election and btacing, consull QST-88 Quality Standard, D3111•89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available brn PboTrusste Institute, $83 D'Onoblo Dtive1 V, , Madison, WIMiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage Or Persona) injury/ dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2C3other. o a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate i 0 C3 0 joint and embed fully. Avoid knots and wane at joint locations. pCrlates /e" from outside edge of d truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from Ft— C48 C, u panel 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA 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, 862 i 7, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM CL PANELerection and installation of trusses. a 1" 3 Mitek Hollings, Inc. FORM018, 019 M ob Truss Truss Type Qty Ply HORTON laznln R1749A L ROOF TRUSS 4 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2D02 MiTek Industries, Inc. Thu Dec 1916:58:30 2002 Page 1 1-0.0 3 0 0 Sure•t8.7 5.9D rl2 2 4 3-0-0 3.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X4 SYR No.2D TOP CHORD Sheathed or 340-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (1b/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horc2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard G e No. 45161 STATE OF L A wARmm - vorW asetyn paramttom and mut Norad9 oil TBa Arm mvzmw 8WE BEMR6 UM. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vedk:alty. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional petmanent bifcing of the overall structure is the tesponsibilty of the building designer. For general guidance regarding fobricallon, quality control, storage, d*Wery, erection and bracing, consu5 CST-88 Quality Standard, DSB-89 tracing Spoeftation, and HIS-91 M iTek® Handling Installlna and Bracing Recommendation available from Tiuss Plate Institute, $ea D'Onofilo DiNe. Madison, WI53719, Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 a"'*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MIlTek/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 Wn14 Indicates location of joints at which bearings (supports) occur. ME FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MI. MiTeke General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parfies.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. WM PANEL TM CLIP 6. Unless expressly noted, this design is not applicable far 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 Mtek Holdings, Inc. ` All ob Truss Truss Type Oty Ply HORTON r 14277178 R1749A- M ROOF TRUSS 4 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page 1 1 0 0 1-0-0 100 1-" Scats • 1:5.2 2 5.00 12 1 4 100 - Jr2a4 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) Na - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYI' 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-" oc bracing. REACTIONS (Ib/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(ioad case 4) Max Grev3=31(load case 4), 2-177(load case 1), 4=9(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=37 BOT CHORD 2-4=0 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard o tMa.45161 STATE of ,w 00RI NAL A WARNYNG - Vor{fy design parasnetsrs and REAn NorES ON MS AND xBVERSE SWE 119M E USE. s•ss Design valid for use only with MIT*k connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. ApptcoblMy of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector, AddBbndl permanent bNcing of the overall structure is the responsibility of th* building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult OST-88 OualNV Standard, DSI.89 Bracing Specification, and HIB•91 M iTe k® HandlingInstalllnaandBracingRecommendationavailablefromTrussPlot* Institute. $83 D'Onotrio Drive, Madison, W153719. Symbols Numbering System AGeneral Safety dates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t=/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/6 securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachC7C3 other. O Q WEBS 3. Place plates on each face of truss at each4*F or 4 x 2 orientation, locate 0 bC6 0joint and embed fully, Avoid knots and wane plates/s" from outside edge of v a 0 at joint locations. truss and vertical web. a 4. Unless otherwise noted, {ocate chords Ines I/4 length(+ P, o at panel 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® sm L TM PANE CLIP FaRr ,e,o,q NrMMAIR0 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. ob Truss Truss Type Qty Ply HORTON a R1749AfA S ROOF TRUSS 2 1 14277179 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2D02 MTek Industries, Inc. Thu Dec 1916:58:54 2002 Page 1 1-" 5-3-6 9-10-13 1-5-0 5-3-5 4-7-8 Scala 1 8.3 3.58 12 3x1 3 2 7-1 2*4 II7 8 5 3.4 = ZA = 5-3.5 9-1as a1a1 6-3-5 4-7-0 0-0-8 LOADING (psf) SPACING 2-M CSI DEFL in (roc} I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.06 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=309/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz 2=271 (load case 2) Max Uplift4=-310(load Case 5), 2=-266(load Case 2), 5=-169(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 23=-1072, 3-4=64 BOT CHORD 2-7=1003, 6-7=1003, 5-6=0 WEBS 3-7=166, 3-6=-1071 NOTES (4) 1) Wind: ASCE 7-98 per FB1,2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 4, 266 lb uplift at joint 2 and 169 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. tA LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 •., / Uniform Loads (plf) • Vert: 1-8=-74.0 , Trapezoidal Loads (plf) • t • Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=49.5 0, 5161 L sy STATE L WAJWNB - V.,W design parnmstsrs and REM NOrXS ON TRW AND RE VERSE SIDE BEFORE I=. Despn valid for use only with MITek connectors. This design is based only upon porameters shown, and is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and ptoper Incorporation of component is responsibility of building designel - not truss designer. Brocing shown is for Weld support of Individual web members only. Additional temporary bracing to Insure stablitty duting construction is the responsibility of the elector. Additional permanent bilacing or the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloation, Quality control, storage, delivery, erection and bracing, consuR OST-68 Quality Standard, 01111-89 Bracing Specification, and NIB-91 nom Truss Plot* inslNute, 50 D'Onohlo Drlve, Madison, WI63719. Handling Installing and Bracing Recommendation avaNhorM iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All Ye" 0 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 MAAM-L ® ifyMO.UR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, K 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. 1 -0-0 0 I 0 CD I I o 0 All 0 I. I m In 0 OD O d- i n i i I i I f I i 1 0 iI I f 00 I f M 1--- 13-11-0 BRG, IN ENTRY 1 4 11-0-0 19 —0 0- I V'A F\ NI N G: ALL BEARING WALLS TO BE PLACED 1 - 1 J.L 1 PLY HCR. IC CEI I REVIEW ALL SPAN DIMENSIONS--BRG, WALLS 1PRIORTOSETTINGTRUSSES., d 2 PLY HGR. ,ENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGSWALLSSHOWNARETOBEBEARING.. I It 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1749A orL DATE: k-24-01 PITCH: LOAD: SHINGLESCCUSPANCUSTOMER: D.R. HORTON 5ABRG: A7-321-1440 BY;T,H JOB NAME: MODEL 1749 "A" ELEV. /H• 12" BLOCK i M f M L K I F: j A 7 COVERED PORCH A 9 f l 9-4 ' 0 BRG \ - A 1— A15 f I A17 ' A19 i A 1 A i I A - 1 1 I i_ AI Ai r A A A - A C Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.As P! Off DESCRIPTION DRAWING s / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINsT&LATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2- JINSTALLATION DETAIL WM SCREWS HORZ. SLIDING. FIN WINDOW IFLEX0028 11000 3 INDEX 4 INDEX 6 IINSTALLATION DETAIL Wf118 SCREWS HORZ. SLIDING FIHFWINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 CINsTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 _ .. - :.:: ?.:: :• , = . INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEXM9 IFLEX0020 IFLEX0016 1000 j1000 11000,1SOO & 2000 6 INDEX , 7 IINSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL. W/ONE BY SUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 11000,1500 & 2000 1000 a 2000 8 INSTALLATION DETAIL W/A WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 11 INDEX ..MASTER 12 FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW FLEX0037 FILE NUMBER 6 ISLOM GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1000,1760 & 2000 5001000 & 2000 13 INDEX'... 14 ISLIDING GLASS DOOR INSTALLATION WITH NO SCREWS IFLEX0027 MASTER fLLE NUMBERS FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR INO.1100 & 2000 1000 / 1500 1S FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 114MFWM 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FUN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES 1HMFIN 1000 / 1600 19 JFLAME HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN I1000 11500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES i1VMHMFLG1VMFLG 1100011600 22 • INDEX '': 23 FLANGE VERTICAL. MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011600 2HMFINTR 12000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL -MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 29 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2H LGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 IFLANGE`VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLO 2000. 1'*If r s a.. • VILMAS ` .. AD Sq,s F 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" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING 8r OTHERS ONE HY WOOD BUCK By OTHERS CAULK BETWEEN WINDOW FLAe1Cr% t WOOD STUCCO 8Y OTHERS PERIH£TER CAULK BY OTHERS GL ASS WINDOWHEIGHT PERIMETER CAULK by OTHERS a CAULK BETWEEN dINBOW FLANGE 8 PRECAST'SILL W/WULKEH U6 ADHESIVE CAULK OR APROV£D EOL. CAULK BETWEEN WOOD BUCK L NAS'T, OPENING By OTHERS INSTALLATION ANCHOR 3/16' DIA TAPCON SHOWN (SEE NOTE 9) a ONE BY WOOD - KICK By OTHERS BUCK WIDTH SHIM AS RED'D, FLANGE TYPE L/4' MAX. WINDOW FRAME ESE% NOTES) JAMB INSTALLATION D.' t4 ANCHOTAPCOIR 3f16' D/A TAPCON SHOWN (SEE NOTE 9) _\ 1 p - 1-l/s• NIN GLASS (TYPE) EMBEDMENT (SEE NOTES) 4 eY OTHERS t-V.' MIN CNK?4:MT I v CAULK BETWEEN t fN WINDOW FLANGE i WOOD BUCK PERIMETER SHIN AS REO"0.. CAULK 114• NAIL D7 OTHERS SEE NOTES) y y vIBTH FLANGE TYPE STUCCO WINDOW FRANC BY OTHERS CAULK BETWEENHEADERWOODBUCKtSECTIONB—B MAS'Y.OPENING BY OTHERS BUCKHEICA+i WINDOW HGT. I I K- FLANGE TYPE WINDOW FRANC SILL WINDOW WTH. ELI-NATION viEwED FROM EXTERIOR C I SILL STEDL aO48rOTHERS PRECAST Sill t + By O1HER5 Y' % Hl'N"3Y SECTION A —A c F 212i2 ul TAPCON LOCATION CHART CALL TIP TO LOCAT;ONS M HEAD OCATIOti- IN JAM UP TO u UP TO ry ToSIZETIP50W&I 7 soNSN D22 74 x 26 C.0 C.D Li IJ D23 74 x 38 3/8 Co 3.C.D.E U.K,L IJ,K.L 24 7. x 30 3/0 Ct t/4 X 26 1. 1 A 033 106 1/4 x 38 3/8 B.C.0 r 3.t.0 E IJ.KI 4Jx.t flu 109 t/4 X SO a'• B.C.C• a.C''_' 1 .K.L GHJ J.K T22 III x 26 Li 123 111 x 38 3/8 B.C.0 a A.S.' J) EF LJ,K.L IJ.K.L T 4 tit x S.C.D.E A.3:C,O.0 IJ,K.L i 'K M2 x y L I.J .L W.K.J. M3 120 x 36 3/3 B.C.C.- i. A,B,C.D.E.F I„LK,L IJ.K,L 4 fJ.K,t 6020 72 x 24 uId I.J 6030 72 x 36 C.0 a.C.D.E u IJ,K.L 7 X 4 UpB.C.D.£ IJ.K,L LJ.K,L 7030 64 x 36 B.C,G s C.D. U.K.L I.JII.L 704E as X 43 B.C-s ° mO.E L1,K.L LJJ(A 96 x 24 3030 96 x 36 B.C.C. B'C.D.E A.K.L I.J.K.L 4 B.Cm 3.0 DE.F UX.L N I J.K L 9020 108 x 24 0 a. I.J.K.. 9030 105 x 36 B.G _ 3.C,D.E IJJ(A 1J.K.L CC% A.3.C*..E.F 1 KJ KI 10020 I 120 X 24 IJ 1,J.K,L 10030 i 120 X 36 B.C.C.E I A.S.C,O,E.F I,J.K.L I UI.K,L 10040 120 X 48 B.C.E A.3.C.D._ c I.J.K.) 61,K.L i1o=— 1) SHIM AS AMD. AT EAC: INSTA-LATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIA_c AU)M!YUM AuLOY 6063. 3) UPCON INSTAU AiON A`.CHM MUST BE OF SUFMENT LTH. TO AOxEVE MIN. EMBEDMENT -OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SLKMNIZED ACRrX CAULK BEHIND VaNDOw F-ANCE AT HEAD 6: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AOHE9 E CAULK OR APPROVED EOUAL. H S) USE SKICONIZED Amy,_:: CAtr_K FOR PERIMETER SEAL A.40UND EXTERIOR OF WINDOW FLANCL 1 6) IF ExACT wMDOw SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY.LISTEO We NEXT LARGER SIZE .FOR THE APPROPRIATE DESIGN PRESSURE REMJB7) CUSS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM Et300 CRASS CHARTS. 8) LETTER C£SIG.%ATOrIS ON THE TAPCON LOCATION CART IIOHCATE WHERE UPCON ANCHORS ARE TO EE V4STALs-0 WHEN US.N6 THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED "OLES WT DESIGNATED FOP TAPCON ANCHOR SMOULO BE FILLED w:'H /E S:REWS OF SUFF"NT LTH. TO PP.CmDE MIN. S/6 1N. EMBEDMENT INTJ WOOD SUCK. 10) APPLICATION OF VULKEV TIE A:,I_SI1% CAULK AT =TAME SILL MUST COMPLY "wOH SEA -AN- MANU- CTUPV?'S RECCMMEvDAT+ONS, 11) wKEAS WwDOW IS WSTAIEO A m4SGMRY OPENS wrtH A STRUCTVAL TWO BY BUCK. USE %0 SCREWS OF SUFFICIENT .ENGTM TO ACHIEVE 1-3/d- MIN. EMSEDM'_ NT AT aL IhsTALLATION FA:'ENER LOCATIONS. FLORIDA EXTRUDERS INTERNATIONAL, INCINTERNATIONAL. FLORIDA rITLE: INSTALLATIC.': DETAIL N/ TAPCC4S HORZ. SLIDING FLANGE WIN_3W XOX CONFIGURATION- SERIES )OOC RAWN BY: B3 I APPROVED BY: ATE:10/22/01 ( SCALE: NITS DWG.: = LEXOC122 SHEATHM, ALLX BETWEEN BY OTHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR NB SCREV STUC:J OR SID;NG BY OTH{RS PERDMEtER ALLK BY OTHERS GLAZING <TrP.) SEE NOTE 73 I TWO BY WOOD BY OTHERS I/A• MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES, FIN TYPE WINDOW FRAME HEADER VINDOv HEIGHT VINDOv IHEIGHT F741, CLC. VINDOV V107H 1MAX. WINDOW WIDTH TWO BY WOOD — Br OTHERS SHIM AS REO'D. SEE NOTES) 3/N' MAX. SHIM SPACE CAULK BETWEEN Fv inDOv fin L SHEATMING I• GLA2IMG (TYP.)-/ SEPER:HETER J IENOTE7) AULK EQUALLY Br G-,HERS /VlEATHING SPACE' BY OTHERS ANCHORS FIN TYPE WINDO•J i STUCCO OR TYP.) FRAME JAMS SIDING BY INSTALLATION OTHERS ANCHOR 43 SCREW B SECTION B—B 2A• O.C. 6' MAx. FIN TYPE MAX. (TIP.) (TYPJ WINDOW FRAME SILL 6' MAX. (TrP.) E VATI N VIEW M X MOR MARBLE SILL STOOLIT PERIMETER OTHERS vHlu,.. s..:.isA • A4i1. 1M M ASREO'D. ADJACENT TO. EACH INSTALLATICN< ANCHCP. MAX. ALLOWABLE SHIM STACK TO CAULK iu ,fv f- l p tC- BE 1/4•. BY DT) ERS . 'IVY 'L . lT pa TctiA y: 2) WINDOW FRAME MATERIAL ALUmmwuw ALLOT 6063. T!/TIDi} E1"%%ZUDCRS 3) INSTALLATION ANCHOR MST 6E OF SUFTK`-NT LTN. TO A_KEVE w<. EMBEDMENT OF 1' MRO WOOD FRAME MIEMBER. Y. A) USE SQICONHZEO ACRYLc CAULK BEHIND WINDOW FHn A'. r.EAD. SRAk JAMBS T) 1/A• SHIM . / _-,-. S) USE SILCON12E0 ACRYLK CAULK FOR PER<,ETER SEA: AROUND EXTERHOR OF WRNDOW FRAME. INSTALLATION SPACE MAX. ----- 6) (LASS THICKNESS MAY vART PER THE RM.W-F.NTS OrASTM E1300 GLASS CHARM. ANCHOR a1 SCREW 7) INSTALL RMALLATON FASTENERS AT 6• MAX. FROU CORNERS AND MAX. 2/' O.C. OES" PRESSURE CAPACITY OF INSTALyAT06. W"N AVCHCri SPACING AS STATED, IS 70.0 PST FOR SIUCI0 ELE OR ALLAvARASRESUPTO 73' x 71• Lax. Stoll OTTERS SHIM AS REO'0. SEE NOTES) CAULK BETWEEN iA WINDOW FN REVDESCRIPTIONDATE INI l FLORIDA EXTRUDERS L INDOW F, SHEATHING IrIrL Two BY WOOD INTERNATIONAL. BY OTTERS EMBEDMENT BY OTHERS $A.NFORD, FLO SECTIONA —A TITS= INSTALLAT_pN DETAIL inns SCREWS L1f'ID7 CI TTITr.,r_ riLA ,rrAlnnl:l _ C['OtCC 1, 1• MIK EN9Eprr_ rt 212002 PREPARED Bn PRDIMCT L APPLICATION ENGINEERING. INC.; 250 INTERNA710 AL n<VY.. =It 2". HE-"ftV, fLMDA 22746 /10E A;7 WS-0363 FAX 407 1DY03, f SHEATHING CAULK leTWEEN IT OTHERS WINDOW ftN t SHEATHING INSTALLATION ANCHOR IB SCREW STUCCO DR SIDING ITOTHERS PERIMETER CAULK. Y OTHERS GLAZING CTYP-) SEE LATE 7> WINDOW HEIGHT PERIMETER CAULK IT OTHERS TWO By WOOD l(\Vv I/4• MAX. SHIN SPACE t— SHIN AS REO'D rim TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW FIN TYPE HEIGHT v1NDIiv FRAME SILL MARBLE SILL STOW By OTHERS 1/4• MAx. CAULK BETWEEN WINDOW WIDTH SHIM SPACE WINDOW FIN t SHEATHING TWO BY WOOD BY OTHERS SHIN AS R£0'D. I ISEENOTES) 1• Nix EHBEDHENT I GLAZING CTYP;) L Sr{[ATHINGSEENOTE7) BY OTHERS WINDOW VIDTN PERINTER 11 Q4. 0-C. fix TrP£ vTNDOv CAULK INSTALLATIONj{ MAX. A FRAME JAMB Br ^WTMERS TTPJ STUCCO OR ANCMIOR 3 SCREW 11111 SIDING Br B DINERS SECTION B—B EOUALLY SPACE ANCHORS (TYP.i ADyUCEM TO EACH INSTALLATION ANCHORt) SMRM AS - A 6• MAX. mu. AU.LOwABLE SHSM STACK TO BE 1/4'. 24. O.C. av, 2) WINDOW FRAME MATERIAL: ALWftN ALLOY 6061 MAX. (TYP.) 3) WSTAIAATION ANCHOR MAST BE OF SUFFICIENT LIM. TO 6• NAX.(TYPJ AmEvE HNN. EMBEDMEM OF I' INTO W000 FRAME MEMBER. USE SKXONQCD ACRYLIC CAULK BEHSID WINDOW FIR AT MAD. SILL k JAMBS. ELEVATION %> USE SRIGONNZED ALRY•x CAULK FOR P4aMETER SEAL AROUND EKTERWR OF WINDOW FRAME. 1/4• MAX. wEw. . M XOR r 6) CLASS THICKNESS MAY VARY PER THE REOUIREI:EMSOr ASTM SHIN SPACE 1 E1300 CLASS CHARTS. 7) INSTALL MKTALLATION fATEMRS AT S' INK. FROM CM4RS 7 ' M+ i -•i' '` :•'J•b A AND MAK. 24' D.C. DESIGN PRESSURE.CAPACttY Of j A FOR ALL stc SIZES U STO II AS STATED. B x. PSF FOR ALL AiAAAI" SIZES UP TO t 1H' = 49 S/B' MAz. INSTALLATION ANCHORSIB IC, I...I SHIM A! STUCCO OR SEE NI SIDING IT OTHERS CAULK ICTWEEN WINDOW SIN SWATHING tSHEATHINGEMBEDMENT TWO HT WOOD HY OTHERS HY OTHERS SECTION A -A ru``>¢¢ RjnA t1^r tu, peasIf RE DESCRIPTION DATE INl FLORIDA EXTRUDERS INTERNATIONAL. INC, SANFORD. FLORIDA TITLE: INSTALLATION DETAIL W/ #8 SCPE iS HORZ. SLIDING FIN VINDOW XDX CONFIGURATIGN- SERIES 1000 i DRAWN BY: BB ARPROV£D BY: t' '. Ns DATE' 12/ 17/01 SCALE: N. T. S. DWG.: FLEX0029 RErARED tT: ME4Dy(t t AiMLtf.ATR1N EWJMCC*lMLW- Bi0 IMTERNATWmmL KWY_ =YE 230. "TATHIFJW, *:p1IN 227<6 rib( w7 f03-Oxs sAa w7 Y_'5.025t s @E BY WOOD CONCRETE OR CONCRETE OR CAULK BETWEEN (m0 INSTALLATION ANCHOR BUCK BY O.MERS MA$¢`1RY OPENNG MASONRY OPENING LUCK t NASTY. OPENING 3/15' DIA. TAPCON Br OTHERS BY OTHERS BY OTHERS B.v I-v Oft ONE BY WOOD ( BUCK WIDTH) ( SNj(DNCNi BUCx BY OTHERS 1/A' SHIN i D EMBED MIN. FLANGE TYPE SPACE EGCAULKBETWEENEMBEDMNTWINDOWFRAMESMIHASREO'D. WINDOW FLANGE C JAMB (SEE NOTES) L WAD —f INS'ALLATIOn AnCH<Ri )/16' DIA. TAPCON 04- SHIN SPACE )wx. RIGID VINYL GLAZING BEAD GLASS (TYP.) SEE M rEi) Q STUCCO BY OTHERS I SHIM AS REO'D. PERIMETER CAUL% ( SEE NOTES) CAULK BETWEEN BY OTTERS H.H. WINDOW FLANGE WA (BUCK t %.=D DUCK v WINDOW FLANGE TYPE HEIGHT) HEIGHT) WINDOW FRAME HEADER PERIMETER GLASS (T) BY OTHERS BY OTHERS CAULK STUCCO SEE NOTESES> v.v. WINDOW WIDTH) CALK BETWEEN - SECTION B—B H`;. ING Br OTHERS RIGID VINYL 1 ) SHIM AS REO'0. AT EACH INSTALLATION wKHOR. MAX. A_LOWABLEGLAZINGBEADSHIMSLACKTOBE1/4-. T TP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. CAULK WINDOW FRAME •) USE SILL MU TT BELICA QED TOO TH WINDOW lE WITHAvivLKEOM 6 BY OTHERS SILL 116 ADHESIVE CAUL( OR APPROVED EOUAL. 5) USE S"ONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE Q 6) E ExACt wo Dow SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED M6TN NEXT LARGER SIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO'D.. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASIV E1300 GLASS C CAULK BETWEEN V V EWM6) LETTER DESIOwxTIOSS ON THE tAeCON tOCAt10n CM,:RT wDKwTE WINDOW FLANGE V WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE I PRECAST SILL EXTERIOR EL_MATION AS A KEY. ADHW/VULKEK 116 LL _/ ESIVE CAULK PRECAST BY OTHEIRS SECTION A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TA:CON ANCHOR OR APROVED EEL. SHOULD BE FILLED WITH #a SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/3 IN, EMBEDMENT INTO WOOD BUCK. W.W. 10) APPLICATION OF vuLKEM 116 ADHESr< CAULK AT FRAME SILL MUST A rCOMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENDATIONS. 11) ONE ADDITIONAL FIELD DRILLED 61 HNSTAL_ED ANCMOF HS REO'D. w A B C p EACH JAMB ON THE FOLLOWING SIZES: -D25' (73 Y 62). 'D26" 73 X-71). "56M6OM" (65 x 71). 6: '54M6OM" (71 171).. PLACE ANCHIOR BETwtEN ANCHORS -C AND I- AND BETWEEN ANCHORS 'M E AND J ovER 55 PSF ONLY. A $TRUCTtUA1 W.H. G I A t 12) TWO WOOD 5 K.USE INSTALLED W SCREWS" F SUFFICIENTFTWOBY1- 3/ BUCK. VM JIDDM SCREWS OF SL6LN.70k FASTEN TO r-- AGMELE 1-3/B" MIN. EMBEDMENT AT A•L 6(STKutION FASTENER 1 LOCATIONS. ON SIZES NOTED IN NOTE III ADD A ?10 SCREW f-I AW-14OR'TO EACH JAMB FOR NOTED DESIGN PRESSURES. I MANtigAt, 6 f, TI O N kAfiMM FIIS - A EXTERIOR • — pvspA -Z iT. p?DAf.T l A/WFtCATJDN v CALL TIP TO LVLA!KJN'. IN HRLAU 570 LVI-FnVND IN JTOb'v JAMC50 SIZE TIP To To To I To r S 70-1 1H2 26 1/2 x 2e C C C G.M GM G,M IH3 26 1/2 X 36 3/e C C C G.H G.M GJI 11,4 26 I/2 X 50 5/6 C C C G.M G.M G.MJJ IM45 26 1/2 X 56 1/4 C C C G.M CJ1 GMJJ INS 26 1/2 X 63 C C C G,H G.M.IJ Gn.I.J 1M6 26 1/2 X 72 C C C C.M GMJJ 0 i I M M 23 37 X 36 3/e C C Gn G.M G,M 24 37 X 50 5/e C C G.M C G.rli 245 37 X 56 114 C c CC c,MO.M GMJJGMJJ Gr.IJ 25 26 37 s 63 37 i 72 CC C C,MJ.J G.HJJ E.F.Gl+J.J 33 53 1/9 X 36 3/3 C B.0 ex G:H cm GJIJJ 34 53 1/6 X 50 S/e C 8 C GJI G.MJ.J GJ+JJ 345 53 1/$ x 56 1/4 C B.0 0 E.0 GJIJJ GMJJ G..MJ.J f-.G.4.w F,G.HJ.J35 6 53 1/6 X 63 53 1 x 72 CC B.0 B.0 Et G.MJJ G.MJJ E.F.GMJ.J EEF.0.M.1•J 2023 74 x 35 3/3 B.0 c.LB.0 A.3:C,D G.H GM1J GJIJ.J D24 74 X 50 5/3 B.0 B.0 A.E.C.D G.nJJ G.MJJ EF,GMJJ 0245 74 X 56 1/4 9.0 B.0 A.B.C.0 G.HJJ E.F,G.nJJ EF,G.MJJ D25 74 X 63 BS e.0 A.:.C.O C.nJJ E.F.C.nw E.F.G JJ- 4 X 72 B.0 B.0 A.9.C.D C.HJJ EF.GMJ.i EF.G.MJJ- 20M20M20M30u 4 X s 24 % 36 C C C J- Gm G.H G.M 201M40M 2+ X 46 C C C G.n Gm G.M 2pM46M 24 X 54 C C C G." Gm GMJJ 20A60M 24 X 60 C C C 6,n C.M C HJJ a X 7 C C C Gr. CM J IJ 3DIJ20M 36 X 24 30M30M 36 X 36 C C C G.N G.M C." 3OM40M 36 X 46 C C C G.M G.MJ.J G-ji 3OM46M 36 X 54 C C C G.H G,HJJ GJUJ 3WMSOM 36 x 60 C C C GJI GMJJ cJUJ 30M60M 36 x 72 C C C GJIJJ C.MJJ E.F.G.MJ.J s04LT0M 46 x 36 C C 9.0 G.M n GJI.0 40M4pM 48 x 46 C C ex c,MJJ G.M.I.J 4om46M 46 X 54 C C 9,C Gil G.HJJ GJ1J.J 4OM54M 48 x 60 C C B.0 PGm.u GJ1JJ E,F,GJ/.0 401J6D41 48 x 72 C C 2.0 EF G 1 o,L JH 46M3DM 54 x 36 C 9C 9.0 C.n GJIJJ4SM40M54X46Ce.c B.0 GMJJ GMJJ 54 x S• C E.0 9.0 G.HJJ EF.G.MJJ 46MSOM 54 x 60 C 9,C. S.0 GMJJ G,HJJ EF.GJIJJ X C 8 CM1. f I FFcM1a W4 OM 60 x 24 C 0-G.M G.M G.M SIM130M 60 X 36 C B.0 B.0 GJ1 GJI GMJJ WU40M 60 X 48 C B,C e.0 G.M O,nJJ GA.0 SOM46M 6C X 54 C B.0 a.t C.M,IJ G.nJJ E.F.G.HJJ SOM50M 60 X 60 C B.0 B.0 G.H.0 G.M a E,F.G.M.0 SOIJ60M 60 It 72 C B.0 B.0 C.m.0 , E.F.G.MJJ F.G.Hu 56M30L1 66 x 36 B.0 9,C 111C Gn G.H GlIJJ 56M4pM 66 x 46 B : B.0 A,?.0 3 G.M GMJJ G.nJJ 56w6M 66 X 54 e.0 9.0 A.B.C.— GMJJ GMJJ E F G.H.0 561150M 66 X 60 E.0 8r A,B.C. G M.0 E. G.MJ.J E F.G.MJJ MgOy 66 X 72 B,' $,C a.B.C, G.NJJ E.f CJIJ.J EF GJ7 60M30M 72 X 36 B4 B..0 A'.0 7 G.H G.n :J+JJ A3.0 : G.H 0.HJJ GJ/JJ 60weM ii x s e,C e A.B.C.- c,M,1,J G.HJJ E.F.G.IIJJ 6DM50M 72 X 6C B C B C AB.0 : GMJJ E.f.GJUJ EFi.YHJJ 72 X 72 °- C B.0 A.?,C.. Gm IJ EF c'mu E.F.CHix ADDITIONAL ANC40RS REC'D. S-cE MOTE It FLORIDA EXTRUDERS INTERNATIONAL. AAN, RIDA TITLE: INSTALLATION !DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW - SEP.I:ES 1000 DRAWN BY -.BB APPROVED BY: Fi)s.,IL DATE:I0/23/01 SCAMNITS DWG•- ELEXOO O NCI. Vt. 230 tNtiRH'1^ AL MAT..:JItE 25D, r(47-.3':. FL 1A 32746 PlOW •:7 605.0355 Fa. 47: 205-63s4 I ONE BY WOOD BUCK BY OTHERS CAULK BETW£EHWINDOVFLAMGE - L WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD L (TYPi B.V. 1-1/4' 111N BUCK WIDTH) EMBEDMCNf INSTALLATION ANCHOR ONE BY WOOD )/16' DIA. TAPCON D BUCK BY OTHERS STUC co BY I TmERS SHIM AS REWD. RIGID VINYL E/L MAX. 0 GLAZING BEPD (S-E NOTEU GLASS { O T1P.xSEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN pWINDOWFLANGEPERIMETERLWOODBUCKCAULK By OTHERS W.V. 1GHU ( WINDOW WIDTH) Bx CHUCK CAULK BETVEEM HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAST. OPENINC FLANGE t PRECAST SILL By OTHERS W/ VULKEM It6 ADHESIVE SECTION B-BCAULK. DR APRV'D. £DLL FLANGE TYPE CONCRETE OR PERIMETER WINDOV FRANC MASONRY OPENING CAULKERSILL By OTHERS BY OTHS W. W. PRECAST StU. - t a B, TES- S SECTION ' A —A FA A S C I) SHY( AS IWO. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E SHIMSTACKTOBE1/4. 7 2) WINDOW fRAI6£ MAT£R%AI: ALUMwum ALLOY 6063. 3) INSTNWMON ANCHOR )HST BE OF SUFFICIENT LIM. TO ACHIM M MIK EmsEDmENT OF 1-1/4' INTO MASONRY OR CONCREtf- 4) USE SMONIZED ACRYLIC CAULX BEHIND WINDOW FLANGE AT HEAD kjam. SILL MUST BE ATTACHED TO THE 5113STW.E WITH J B K B 0 vuutEM $ IS ADNESN: CAULK OR APPROVED EOWL 'q # S) USE SUCONIZEO ACRYLIC CAULK FOR PERIMEici SEAL AROUND W.H. F G l"M' EXTERM OF WINDOW FLANGE. . 6) IF ENACT W iDOWSIZE 1S NOT LISTED IN ANCHOR CKART. USE A 7 ANCHOR OVAHTITY LISTED WITH NEXT LARGER SIZE. FOR THE / APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS NU%Y VARY PER IKE REQUIREMENTS OF ASTM H) LETTER DESIONATIONS ON THE TAPCON LOCATION CHART INDICATE H I Lf CAULK BEIWCEN CONCRETE OR WOOD BUCK 6 NAS" y OPENING MAST. OPENING By OTHERS BY DINERS p,! 1-1/4' MIN EMBEDMENT 1 INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHIM AS REO'D. 114' MAX. SEE %DIES) FLANGE TYPE WINDOW FRAME MCADER GLASS h ( TrP.) (SEE NOTES) TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAVB v soTO40.SF 4,ASF ro 7oPsr 3pPss ro sOrsr 4:+s1 TO 7jSr SIZE SIZE1216 1/5 a 25 H H F.c F.0 1} 1/ 5 X. 37 3/0 H B F,G F,C 13ft 1/e a 49 5/3 8 8 F,G f,G 145to I/6 X 35 1/4 8 H F.G F.G 1Sit 1/3 X 62 8 8 F.G ILO16 to 1/e X 71 B 8 F.G F,G.t,J t7 it t : F tG :K IH2 25 t/2 1 25 B B IM3 25 1/2 X 37 3/6 H H F.6 F.G 1M4 25 1/2 X 4S 1/8 B H F,c F.CJIJ i N43 251/2 X 55 1/4 9 8 F.G fc.111 1M525 1/2 X 62 B B F.G 14, IHG 25 1/2 X 71 B H F,C F,GJU 1M7 1 25 1/2 1 93, B H F.G.J.K I F,GJ.K 30 1/ 2 , 26 29 1/2 1 25 B H H1 F.cF.G 30 1/2 . 31 3/8 21 1/2 X 37 3/8 1/2 X 49 5/3 6 B F.G F,G.mi 30 1/7 . 50 5/8 29 1/ 2 X 55 1/4 B B F.G F,GJU 30 1/2 . 56 1/4 29 1/2 X 62 B H F.G FA."j 30 1/2 . e3 30 1/ 2 . 72 1/2 X 71 . H H F.GMJ F.Cmi 301 t4 29 1/2 X e3 B B F,GJ,K F.W.K 22 23 36X 25 39 a 37.3/8 B B F.G F.G 2436 A 46 5/9 B B BH F,G F,GF.G.MJF.Ghi 245 2536Xss1/4 36 X62HB F.GJ(J F•G.HJ26 36 X 21 H B F.0 m.: O.E.F.GTJ 736It 03 8 B F.GJJ( F.GJtJJ.< 4 a 26 42 . 36 3/ 0 41 X 25 1 1 37 3/4 B 8 F.G ru f.G,MJ42 . 30S/ t 41 X 49 8 8 H HF.Gf,GAlF. C.NJ f.Gl17 d. S61/4 42 . 63 1/ 6 1 X 11 2 41 X 62BBF,GJLt D,Ei.GJ•J 42a 72 1 X 71 B B f,GJIJ O.EJ.GrJ 4 • 411 53 F G .K F.G.HJJJ( a8 , 26 47 X 2S B A.0 A. 0 F. G.MJ 4t . 3e3/t 7 X 37 3/t B A.0 F.0 f,CYJe . 50S/ 5 0 4 S6 1/4 4f X st S/t s7 1 u 1/4 H A.0 FA."iF,GY-J 46 . 6347 X 71, g F.CJIJ F.G.MJ O.EF& J O,E.F. Cml 46a12A447X63A.0 nF + I K A& 3252 1/ 6125 8 A.0 FJ; F.0 F.G FJ;)t,I 33 3452 1/t X 37 3/8 52 1/t X 49 5/3 H B A.0A.0 F.Gov F.C.MJ 345 1/8 X 55 1/4 SA.0 F.G.N,IF.G m. t O.EF.G/ 1J D.Ei.GJ( J 35 36 s 152 1/3 X 71 B A.0 F,C,MJ O.E.F.G.") 37 - 521/ 0 X 83 D A.0 Fr' J.K ID.E.F.G.J.KJ.K37 SIZE NOT AvAiLABLE IN 1000 OR IWO SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L 9) ALL F ORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ELEVATION AS A aY. DERS INTERNATIONAL. INC L ANCHOR-SHOULD SE. FILLED WITH /6 SCREWS OF SUFFICIENT LIN. A TO PROVIOE UK 5/3 IN. £L(BEDMEMT INTO WOW BRIM A O) PRINT A O APPLIES TOOT SERIES Sn4EXT I3 R SHOWN. T20 ELEVATION PRINT ALSO APPLIESTOTHEFLORIDAEXTRUDERSf500AND2000SERIESSWOLEBRINGS. 11) WHERE WRDOW IS ,NSTPLL£D IN MASONRY OPENING WITH A SUFFICIENT TWO BYLENGTH O AC BUCK. 3/ 110 SCREWS ME VIEWED FROM EXTERIOR SUFFICIENT LENGTH TOACHIEVE ,-3/$" MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. PREPARED Jr'; FL., unl FjA I SANFORD, FLORIDA ITITLE: INSTALLATION DETAIL N SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 a 2000 DRAWN BY. BB APPROVED BY: DATE:10/09/ 01 SCALE: NTS DWG.: FLEX0016 A APPUCA:ION CNCXNU*Wl INC., 250 vdERIUD01Ml PKY_ StXR 250. 1tAn VW. F101104 32746 PHONE 40Y 605-OH5 FAX 407 0.3 J366 CAULK BETVEEN SHEATHING VIRDOY rim i BY OTHERS SHEATHING INSTALLATION ANC HOt rB WOOD SCREW STUCCO BY OTHERS WINDOWHEIGHT PCRUETER CAULK BT DTMERS GLAZING (TYP) SEE NOTES) PERIMETER CAULK BY OTHERS 1NSTKLA"101+ ANCHOR rB WOOD SCREW STUCCO at OTHERS CAULK,BETWEEN WINDOW FIN SHEATMING t SHEATHINGS BY OTHERS SECTION A -A D' MIN. EM3CDMENT TWO BY WOOD BY OTHERS SHIM AS REO'A SEE NOTES) SMIn SPA[£ J FFN TrPE V3NDDW FRAtd MEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW iRAME SI(nRBIE Sill ST001. 8Y OTHERS TWO BY WOOD BY OTMCRS EMBED14ENT WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS REO'IL Tv0 BY WOOD SEE NOTES) STUD BY OTHERS CENTRAL FLO. B•O.A kC7r 1 I• MIN. EnB£IIHgnt GLAZING (TYP) l' .rtYL+=2 F(uz tSEE NOTES) — j+jJ 1 + SHEATHING BY OTHERS CAULK BETWEEN vlN1!OW I W!DTN I A I 9 B 24' D.C. MAX. CTYP.) EDUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT( TYP 6-MAX`!7YP.) ELEVATION VIEWED FROM EXTERIOR FIN TYPE WIND" rim WINDDv MANE L SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CA:.iK 08 WOOD SCREW BY CTH'.ERS STUCCO BY OTHERS SECTION 3-8 NOTES, 1) SHw AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIN STACK TO BE 1/4-. 2) wINDOW -FRAME MATERIAL: ALUMP" ALLOY 6061 3) INSTALIATON ANCHOR MUST BE OF SUFFICIENT LTN. TO ACMIEV£ MIN. ENBEDNENT.OF I' INTO WOOD BUCK. 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDCW FIN AT HEAD, SILL k .Nu?S. 5) USE SILCOMZED ACRYLC CAULK FOR PEALMET£R SEAL AROUND EXTERIOR OF WTCOW FRAME. 6) IF E%ACT WwDOW SIZE 6 NOT LISTED IN AMCreOR CHART, USE ANCHOR OLKA.%=Y LISTED -VAT" NE%T LARGER SIZE. 7) GLASS THKKNESS MAY VARY PER THE P.EOUIREvEMS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS I000 SERIES SINGLE HUNG 6 SMDWN. THIS PRINT ALSO A?PLES TO THE FLORIDA ETR:IDERS 1500 AND 2000 SERIES SO4: HUNG WINDO(YS. resanf •s. OY111lT t •M Ir•TI1 tw.lwttl G. INC. 2S0 INTERMMI PKWT.- ZWT( 250 W.7.4'J FLEWILA 22:•6, PHL+IE •07 BIOS-0765 FAR A07 WS-0964 CDICRCTE ORRYOPCNING Br OTHERS ONE HA WOOD BUCK BY OTHERS CAULK BETWEENWINDOW IAMC-- BUCK D STUCCO , By OTHERS PCRIMCTER CAULK BA OTHERS GLASS (7YPJ SEE MOTES) WxWINDOW EIGMT) PERIMETER CAULK HA OTHERS V n r 3/16'DIaiHORTAPCON CAULK BETWEENWGQOBUCKtNAS'Y. OPENING HA OTHERS GLASS cTA?:) _ 1-1/4' HIM. (SEE NOTES) C EMBEDMENT I ; i I4 g. FLANGE TAPE p SHIM AS REO'D.. 1T 1 v WINDOW FRAME 1/4' MAIL Q CAULK BETWEEN PERIMETER SEE NOT WINDOW FLANGE CAULKlWOODHOCKByCTdRS CAULK BETWEEN WOOD BUCK L FLANGE TAPE V.Y. MAST.'DPEMING WINDOW FRAME -- (WINDOW WIDTH) By OTHERS W.W. STUCCO BA OTHERS GLAZED VINYLSECTION B—BGLAZINGHEADD B.M. i AS REO'D. AT EACH INSTALLATION AMCMOR. MAX' ALLOWABLE SHIM STACK TO BE t/4'. HE (BUCK Z) WINDOW fRAYE uATERAI ALUMINUM ALLOT 6063. 3) 3/16- DA. TAPCON INST—TK)N ANCHORS MUST BE OF SUFFICIENT lrH. 10 ACHIEVE wN. p EMBEDMENT OF 1-1/4' B(TO MASO RA OR CONCRETE. T WAD ywgS. S" MUST BEBUs) USE SKjCONZED ACRYLIC CAULK BEHIND VnADH FLAND£ A. ATUCNED TO THE SUBSTRATE WITH VULKEN IIE ADHESIVE CA" OR APPROYEO EOUAL. - RIDGED VINYL W.H. y) USE sLcoNBZEO ACRYLIC CAULK FOR PER1l1ETER SEAL T. USE ANCHEXTEROROR OF 1rNAOW FLANGE. GLAZING BEAD 6) 1F EXACT wwOOW SIZE IS NOT USTEO R4 ANCHOR CURT. o ANCHOR OUANTMtr LISTED AWTM NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSATE k£00. T) CLASS T.004SS MAY VARY PER THE RCOU REAENTS OF ASTN C1300 GLASS CHARTS. . 2Y O.C. Max. (TAPS II) WHERE SPACINO BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. It SCREWS OF S(KF'ICIb(T. LTH. To PROVICE w(. s/3 IN. EIISEDNENT rro nooD Buck slio(nD Be tN ALSO A FLANGE TYPE 9) FLORLDA EXTRUDERS 1000 SERIES FIXED WWDOW 14 SHOWN- THIS PRINT K50 APPLIES TO THE WINDOW FRAME L- 6' MAX.. (TIP.) FLORIDA EXTRUDERS T- OR WSTLT,, RESFRAME SpS. t t) APPL— ON OF MAKE)( 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT NUFACTUR£R'S RECONNENDATICMS. BUCK a , CAULK BETWEEN VTNDOW FLANGE t PRECAST SILL W/V9LKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR AfMrt EOL sErTI N A —A A ' ELEVATION VIEWED FROM .EXTERIOR aW 1-11" K1M CONCRETE OR BUCK WIDTH) CK3EEK+f MASONRY GPENING HT OTHERS SHIM AS REO'D. D 1/4• MAX. SEE NOTES) INSTALLATION ANCHOR 3/16' Dta .TAPCON . . 17 RIDGED WINTL GLAZING BEAD ONE By WOOD V BUCK BY OTMERS 1(A12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NSEIBEOrEM By USE Ito SCREWS ,OF SUFFICENT LENGTH TO ACHIEVE 1-3/3• w13) WINDOW UNITS CAN BE wr.LEO TO OTHER UPKTS USING ALumwut4 TUBE MULLION. SEEULUONINSTALLATIONSHEETSFORREOULREMENTS, INTERNATIONAL. INC' FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: iNSTALLATiON D=TAIL V/ ONE BY BUCK FIX£D.FLANE£ WINDOW - SERIES 1000 & 2000 DRAXV BY:" APPROVED BY: 2002 DATE: I0/22/flt `SCALE: NTS DWG.: fLEX00I8 StiEET 1 Ca ? PRVAUD Bt:'PAQMCt W0,N LOGT CORP.. 250 paV"t0Lft KWT. SUITE 250. '&THR2n. nano( 3214E HONE 407 NS-0363 FAX 407 D^'.SEE 7 SHEATHING BY OTHERS CAULx BETWEEN VINDOV FIN a\ SMEATMING INSTALLATION \ ANCMM a8 SCREW EXTERIOR OTHERS — PERINCTER / CAULK by OTTERS WINDOW EIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —` as WOOD SCREW EXTERIOR FINISH BY OTHERS I GLAZING SEE NOTE 6: CAULK BETWEEN WINDOW FIN TtSHEATHINGEn3EDMEN SHEATHING BY OTHERS SECTION A -A MIN. DHEMT WOOD FRAMING FLOnWA B.O.A•F4 HRH AS RED D." SEE NOTES) jUFAC, U. NA :. 1/4' MAX. ! i i SHIM SPACE _" M FUE # MOM GLAZING SEE NOTE 6) BIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D, 1/4' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A 1' ELEVATION VIEWED, FROm EXTERIOR WINDOW WIDTH 1/4- MAX• ' SHIM SPACE WOOD FRAMING By OTHERS SHEATMING BY OTHERS INSTALLATION ANCHOR 42 SCREWLl ' CAULK BETWEEN vINDDW FIN SECTION B-B L SHEATHING PER11E TER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2). WINDOW FRAME MATEFt&: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEvE MIN. EMBEDMENT OF I - INTO WOOD FRAME. 4) USE S4ICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF vnNOOW FRAME. S) USE ,SWCOIOZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CUSS THICKNESS MAY VARY PER REOUR EHTS Of AST" E1300 GLASS CHARTS. SNMX GLAZING IS SHOWN. INSULATING CUSS' ALSO OUALRIED. 7) FLOwDA EXTRUDERS 2000 SERIES FIXED PICTURE 1 MRNDOw IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ExTRUOERS 15W AND 1000 SERFS PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6' MAx. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WIP' ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvMLABLE SIZES UP TO 73' X 71' OR 63' x 95- OR F19- x 37-3/P- MAX. 9) wwDOw UNIT CAN BE MULLED TO OTHER UNITS LMNG ALUMINIUM TU2 L«JIUON. SEE MULLION INSTALLATK)N SHEETS FOR RECIREM£NTS. ARM BY: PRODUCT MC-NOLOCT CORP., tso 1 / 13 / 02 I SCALE: N. T . S.IDwG PAWY, s:rt YSD. IAxE MAR,. fLOM04 32746 PHONE 407 M. CAULK BETVE-N VINDOV FLANGE L %-= SUCK CONCRETE OR NAMNRY OPENING IT DTMERS DR FINISH by ofBrOirERS PC_RPCTER CAULK IT OTHERS VINDOV FRAME HEAD EXTERIOR VINDOv FRANC SILL PERIMETER CA„"-K By OTHERS EXtERiOR FINISH — IT OTHERS CAULK IETvEEN VbIWV FLANGE - L MOOD SUCK CA¢K KIVEEN WOW KcKPASNRT NOINGIT OTHERS CAULK BETWEEN VOOD BUCK L NASONRT OPENING BY OTHERS ONE IT VGGD BUCK BT OTHERS INSTALLATION ANCHOR 3/ 16' D.A. TAKEN d 1-1/4- MIN. EMBEDMENT 1 1/. MAIL SHIM SPACE SHIN AS REO'D SEE NOTES) GLAZING ( TTP. SEE NOTES) 4 CONCRETE OR MASONRY By V HERS SF' CTION A -A INSTALLATION ANCHOR 3/16' DA TAPCON S)< IN AS REO"O. SEE NOTES) 11)) SSHwAS REO-DAT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE- SHIN STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063, 3) 3/16- Do. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTA, TO ACNfEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS A 24' 0..C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED W"M !6 SCREWS OF SUFFICIENT LTA. TO PRov,OE tam. S/6 IN. EMBEDMENT INTO WOOD BUCK. A) W40E WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TD'ACKEvE 1-3/9- ruN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SIUCOM:--Z ACRYLIC CAULK BEHIND WINDOW FEE AT HEAD. SILL JAMBS. 6) USE SIJCOm..EO ACRr.1C CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW P-ANGE. 7) GLASS THICKNESS MAY VARY PER THE REOutREMEN-S OF ASTM E1300 GLASS. o" M SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. B) BUILD DOWN AROUND ONRVEO PORTION OF wINOow FRAME TO BE ENGINEERED BY OTHERS. 9L%O DOWN MUST BE OF SUFFIECENT STRENGTH TO ADEOUAT£LY TRANSFER LW FROM WINDOW TO THE S'RUCTVR-- 9) FLORIDA EXTRUDERS IOM SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS S.-Ow COMMON CONFKRiRAT04 ITIS NOT INTENOED TO LIMIT USE OF THISPRODMCTToTHESETWOCONFIGURATIONS. TrIS SHEET APPLIES TO ALL CONF+ GURATtONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DES04ER FIXED WINDOW FPAMNO SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER LNRS USING ALUMINUM TUBE MULLION. SEE . MULLION NSTALL.ATON SHEETS FOR REOLOREMENTS. SHIM AS REO'D SEE NOTES) WINDOW FRANC JAMB GLAZING ( TYP. SEE NOTES) 1- 1/A' MIN t/ A• EMBEDMENT MAX — ONE Br vm. BUCK IT OTHERS I / 16' D A. TA ANCHdYt PERIMETER CAMK - By OTHERS / EXTERIOR FINISH J IT OTHERS VImDow WIDTH A O CAULK IC VEEN V_ CD BUCK t HAS OPENING BY DTNERS C JrCAULK IET%; EN W VOODICREDOOV FLANGE ICRE BLCK CDHTE OR MASONRY QPCNSNG BY OTHERS SECTION 6- WINDOW WIDTH A r L 1/4-MAX.EXTERIOR EXTERIORELEVATIONELEVATION SHIM SPAC_r F• : d 1-1/4• MIN. gAL R-. FLORIDA RXTRU DERS'`SA1 ORD. FLORIDA EM9EDMENTONE IT VDOD L "•.. A ti - TITLEFI_ANGE INSTALLATION DETAIL CONCRETE READER VII 8T BUCK DT OTHERS v • D£ SIGN_R fIxED ViND41. iOt30, 1750, i 20E0 SERIES R P # DRAXY BY: DD APPROVED BY: DATE: 02/12/02 SCALE: NTS DWG.: FLEX0035 n[ H.Nn M- nCaAT WO.ADN G?. d MAMFPt A.HA. Ra'[ i)a .a+.a. rMHeA, x)r net WT esa! +.. o r.NyN w INSTALLAT:ON ANC.-CR Oro BY 'KICK s:0 SCREv NY CIMERS DUCK vIDTM BUILD DOVNCAULKtclwENVINCC'v AT OTHERSFLANGE S>+E.ATMIMKi AAAPPLES ALSONO T110 IT FRAMING TO SILL) 1) SIUM AS P.EO"0. AT EACr INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BT OTHERS ALLOWABLE SHIN S?ACK TO BE 1/4'. PLivDOD C'rP.I 2) WINOOw FRAME MA'.E41AL, ALUMmuM ALLOT 60E3. AT QTMERS INN. 3) TA,,Xk INS-ALI-AT90N ANCHCRS AT SILL WJST BE OF SUFMIENT LTM. TO ACHIEF_ SKIM AS PEC'D r1-3/D• 11I1EMBEDMENTWN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRsi 110 INSTALLATIGN SEE NOTES) S.". REwS AT MEAD AtJAMARS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6• MIN. EMEEOENt R.TOwOOO FRAMING AND SuXM DOm wMERE REOORED. EXTERIOR FDVISM INSTALLATION ANCMGRS k SCREWS TO BE PLACED 6 IN. FROM CORNERS B 2- IN. ITOTHERSO.C. MAX. VSNDOV FRAME A) USE SLICFXa;ED ACPraC CAULK BEHIND Ww00w rLANGf AT HEAD. S.L Be JAMBS. JAMB S) USE S41CONaE0 ACRYLIC CAULK FOR PERwCt:R SEAL AROUND EXTERM OF wINODw FLANGE. GLAZING (TYP. r- 1/4'.MAX, 6) C:ASS TwCKMESS MAY VARY PER TrE REOUIRNENTS OF ASTu MOD GLASS SEE NDT[Sl SIw SPACE CHARTS. SX+GLE GLAZING IS SMOwN, 04SULATWG GLASS IS ALSO OE 1 WvDORED8TJ) 8 J10DOwNAROUNDCtXtvEDPORTIONOFWINWFRAMETOBE ,ENGENG INEEE 0•HERS. &ADDOWN MUST 8E OF SUFFICENI STRENGTH TO ADEOVATELT TRANSFER LOAD FROM VNNDOW TO THE "UCTUIi£. PERIMETER CAULK IT OTHERS VSND0V FRAME WAS wR100W 110"T EXTERIOR 1- 3/I' uIN. EMBEDMENT 1/4' MAK. Sew SPACE CAULK DETvEEM Tvt IT mxx 6 CONCRETE IT OTNERS INSTALLA713N ANC. Q'R a CAULKKTVEENWINDOW FLANGE L VbD PAK d Q E) RDRIOA EXTRUDERS 1000 SERIES DESIGNER W04WW SMOwN. THIS PRINT ALSO CONCRETE OR APPLIES TO FLORIDA EVR'JCERS 1750 SERIES 6: 2000 SERIES.. . I) EL-VO*NS SMDw COMMON CONFIGuRATONS, IT IS NOT MENDED TO LINT USE OF r.ASaRT SHIM A, PEO'D TINS PRODUCT TO TMES-L Two COIMK;UR.ATIONS. tMIS SKEET APPLIES TO ALL PERIMETER CAULK BY CTKRS SKI METES) CW0jRAT10MS THAT CAN BE MANUFACPAEO FROM THE 1000. 1750. 3 2000 BY OTWRS SMS DESIGNER FlXED Kr. NDOW FRAW" SYSTEMS. 1O) wt KOw LftT CAN ALSO BE Muu-rD TO OTHER U1RTS US" ALUMINUM TUBE vIMDv VIDTM MULLION. SEE MULLION INSTALLATIONSWEETSFORREOUIREMENTS. ' EXTER;i7. F1NISr. SNTION B-g BY OT:£RS GLAZING (TTP. SEE NOTES) - v:NWV FRA s I STL- iI i CAULK IETVCEN Q WNW. FLANGE kOE ITVOODCAULK 2--l. EN v000 > c B HASCM.• OPENING IT Ur EIS MASONINtE = JF IION A - A IT D TIcks PERIMETER CAAX.r SNSM AS RED'D IT OTHERS tiff NOTES) EY-ERDM rL ISM \ I* CTIIERS BUCK HEIGHT sM/wA vEXTEFIOR ELEVATION4 L 1-1/:. CENTRAL FLORMA B.O.A.F.' EMBEDMEN• LOE IT v0" MAMNAL' 1IMM NAME: DUCK' SY OTHERS _ 1 S LtNSTALATIDN rs3.. 3116• DIA MNOOW M A I WINDQW HEIGHT 1 ' A. EXTEPICE' EVFTION s. . C s[CwWL• n a•p.r.--ati A.N. T.fR MTL H:.f v, I.pMp. w'M WOK AD w..ta1 Ir rr I.'!-0f{ 7 SHEATNfNG — BT DINERS AB INSTuLAII ANCHOR SCREW EXTERioR rUASm— HT OTHERS PE R1)ETER CAULK By OTHERS rim. FRAmE HEADER EXTERIOR PERIMETER CAULK BY OtHERi EXTERIOR rINISm—! BY BTKRS n msTALLATEOH WHIR SCREW (TTP) SHEATHING BY OTHERS 911 CAULK REMIND rIN TWO IT BUILD DOWN HT OTHERS SHIM AS REaa 1) SKIM AS REO-D. ADJACENT TO EACH INSTALLA:NON ANCHOR WITH LOAD BEARING cSEE )GTES) yw(, MAX. ALLOwA?LE SHIM SACK TO BE 1/4'. 2) WINDOW FRAME MATERUL- ALUMINUM ALLOT 6063. 114, HAL 3) USE SZXOWED ACRYLIC CAULK. BEHIND WINDOW FA AT HEAD. SILL k JA IM SPACE s) USE %X-10 2E0 ACRYLIC CAULK rOR PERIMETER SEX AROUND EXTERIOR OF WINDOW MANE. s) CLASSTHICKNESS MAY WART PER THE REa.RREMENTS Or ASTM DewsOUCHARTS. LTSINGLELAZING NS SHOWN. INSULA:)nG CLASS ISAALSOO()UIFUD. 6) SCREW ANCHORS AT HEAD. SPA @ JAM3-S SHOULD BE /B SCREWS OF SufrCXmt LTN. TO PROVIDE MIN. 1 IN. MIL, EMBEDMENT INTO WOOD FRAME. PLACE /6 SCREW ANCHM.6' FROM CORNERS AND 24' O.C. MAX.. T) By DINERS.. BUILD DOWN MUST BE OF SLkt CE STRENGTH TO ADED Y TRANSFER LOAD FROM Wr(DOW TO THE STRUCTURE. 6) FLOROA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, THINS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS MO SERIES &.2000 SERIES. 9) ELEVAtONS SHOW COMMON CONFIGURATONS. IT IS NOT INTENDED TO LIMIT USE OF TNT PRODUCT TO THESE TWO CONFOURATONS. THIS SHEET APPLIES TO ALL CONFICURATONS THAT CAN BE MANUFACTURED rROM THE 1000. 1750, k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. ID) WINDOW UWT CAN ALSO BE MULLED TO OTHER WITS USING ALUNIAIM TUBE MULLON. SEE MULLION PWALtATION SHEETS FOR REOUREMENTS. GLAZING (11P. SEE NOTES) riN rRAHE m SMIM AS REO•L SEE wCT£b T L yr MALSKMSPACE A Iwo BY FRAMING EXTERIOR ELEVATION N BT OTmERS CAULK BEHIND rIN iy,Nil1.9i • ry. A. wa iDKmt SECTION R-A via 2002 IwNT rd L.— 1/4' rAC 0: INSTALLATION1DO' SPACE ANCHOR SCREW (If*.) RmIHASEo• Ra TWO By rRAmING IT OTHERSSEEA CAULK BEHIND rIN rim rRAME AAmB GLAZING (TTP. 1 SEE NOTES' 7Lr rm . e--_ LLL.. tAKBGt t j SNkATmt BT LtrERi fxTERIOR EXTC?IOR rINISH BY OTHERS W1BLw VIBIH PERIMETER CAULK BY OTHERS SECTION B-B EXTERIOR ELEVATION RNATIONAL. INCFLORIDAEXTRUDERSISANED, FLORIDA TITLE: FIN INSTALLAION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAIN BY: BB JAPPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 wnrD M won WD.* xw m. m xe.rw an. W`m m ,N:.T4. lab, v.r w" w WN r.. wr —.X: CONCRETE OR S41M AS RE'O'D INSTALLATION AMCMI(R MASONRr OPENING SEE NOTES) 3i16' DIA. TAPCON 1/A• MAX. SNIT SPACE Rr OTN£RS INSTALLATION ANCHOR i 1 I/t' MIN. CONCRETE OR MASONRY OPENINGCAULKBETWEENCAULBSCREW (TYP. WHERE EMBEDMENT BY OTHERSFLANGEDOORivUQDFUCKCAULKBETWEENONE3YWOODiAP_ONS Aff NOT REO'D.) 7PERIH&TERa WOOD HOCK LWOCID BUCK BY OTHERS ONE BY WOOD RUCK BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN WOOD BUCK 6 CAULK Y. OPENINGOPENING 3/36' DIAL TAPCON* MAS'Y. pPENING OTr.ERS By 1 1/t• MIN. Ct,?EDNENT BY OTHERS STUCCO RY• OTHERS 9 nQ i' j SLIDING GLASS D FRAME JAM? CA LEN K'.NG GLASS HOER. V CAL" BETWEEN HODC STRIP L C, I/t' M.H.X.WOODG HLJCK G WOOD RUCK V 111 G SHIM SPACE j j By GT OPENING By OTeIERS I SHIM AS RED'D. GSEENOTES) 1-114' MIK EM3EDMENTN G Q INSTALLATION ANCHOR 3/ 16' DIa TAPCON CAULK BETWEEN TEWEREDGLASSDOORFLANGE ... INSTALLATION ANCHM cTrP.) t WOOD BUCK SCREW LTYP, WHERE TAPCONS ARE NOT REO'D.) SLIDING GLASS PERIIafTER ONE Rr WOOD DOOR FRAMEG BUCK BY OTHERS HEAD CAULK OTHERS CONCRETE OR MASONRY OPENING STUCCO BY OTHERS BY OTHERS S. G-D. WIDTH CO ` TEMPERED a1 B.O.Aj.TEMPERED GLASS / CLASS < TYPJ SECTION B44mmCTiJRER LTrDI SLIDINGGLASS DOOR DOOR _ T 1 X.r . s X , H ci —S INTERLOCK HEIGHT MASTER FHX # _ _ S HOOK STRIP DETAIL A-• U DOOR MTERIA4 ALUMPAN AL1DT f"I L) TAPCON TYPE 06IN-LAIMMANCHORS M161V K Of SWFICICMT LENGTH TO ACHIEVE 10L EMSComw Or1-1/Y.INTD MASONRY OR CONCRETE. i7 ALTCRMTE TAPCON INSTALLATION( ANCMQRSFRONT TO WK IN ALL rRAHE McKms. ._. t) TAPCON ANCHOR GWRT ON JACK Or THIS SHECT. S) USE33LICOMSACRYLICCAW( KHRO DOOR fLAkU At HEAD L JAMS. 6) USESILICOA2tDACRTLICCAULKrORPERIMETERSCALAROUNDEXTERIOROr'DDO. _ 7) IFEXACTDOORSIZEISaptLISTEDINANCHORCHART. USE ANOOt'OU INTITI AJSTED W:TM NEXT . LARGER S12C. FOR THE APPROPRIATE DESIGN PRESSURE S RE?L _ 1) FORPOCKETDOORSIZESUSEPRITCCLOSESTSIG.:S DOOR R ' CONFIGURATION fO riHISHED OKNINNG j/ PI SS T I C NES IN I VA K BOOR SIRE AS SHOWN 9) 'GLASSTHICKNESSMTV4t1PERREOtAREHENTSASTNE1300GLASS C1MRTi SLIDING GLASS f 10) ALL FACTOR) APPLIED HOLES NDY DESiGMtCD FOR TAPCOM ANCHOR 90LD K fALCO vITM a0 SCREv: D .FRArE H B or StirICICMT LENGTH TO ROvTOG NW S/Y CMKDHEMT INTO AHOOD t.XL . SILLi f II) DOOR U tT IS APPROvCS USNHG TEMPERED GLASS IN SWGLC GLAZED OR TMSHLat7t<N GLASS . 7 11) W / SILL CORNERS ARE TO BE SEALED WIN A SMALL JOINT SCAN SEALER P T)) SHIH AS RO CO'ATCA SET Or INSTALLATION ANCHORS MAX KLOWAIL,E SHIM STACK TO K LA'- lA) ALL1MSTALLATIONAM•ORS MUST K M:C Or CORR7.NON RESISTANT MATERIALS. I • IS) WMCK ' X• R£PKSCM.S MOVING PANEL AMD 'O' RCPRESE%ii r1xED PANEL APPROVED , A f , COiIGURaTIO4 ARE AS LISTED ON ANCHOR CHART ON WX OF THIS SHEET 16) NOTALLCOCIGRATIOMSLISTEDADOVEARESHOW%ON TMIS DRAVING, HOWCVCR WSTALLAIJOY I EXTERIOR ELEW.::ON SCCTIOHS 'A -A. 'D-Y, L HOOK STRIP KTAIL A PLT TO INSTALLATION OF ALL APPROVED COMFWAAaTIONS EM3EDMENT 2 PANEL DOOR SH]VN 17) INSTALL ONE TAPCON IN EACH PAIR Or FACTOR) APPLIED W:TALLAYMN HOLES ULCSS NOTED C A A O A !-1/t• M1N OTHERWISE OM ANCHOR CHART. SEC LACK Or THIS SHEET. 10) FLORIDAEXTRUDERS1100SERIESSLIDINGGLASSDOORISSNCWHLTHIS Mt:MT ALSO APRlES TO 00 ND " p 20SCRIESASN'SCRIEi .... _ .. ' REV DESCRIPTION DATE INI EXTRUDERS L13EMLY APPLY "' FL O P 3 D A INT. INC. SANFORD FL. CAUI.KITNa UNDER SILT INSTALLATION ANCH3CR Lit SET SILL INBEDOFCONCRETE3/16' LIa TITLE: SLIDING GLASS DOOR TAPCON INSTALLATION WITH TAPCODISSECTION A -A DRAWNBY: BB APPP,OVED BY: DATE:10/25/01 SCALE: NTS IDWG #: FLEX002. T*N +.) AIf.AAN' N 41 P4001NC7 L AF'!LIGiDXH CNGEKIRP4 DAL:., i7. WtEH7.AT10HwL NNW.. SWTE SSE. HN:AtHQW. fLDR::A• T27H6. N7-DCS-O7AS fAa y7-l:S-4%a 3 INSTALLATION ANCHOR — DOOR WIDTH /s' MAX. SMIM SPACE INSTALLATION ANCHOR SHIM AS RE'O'D R8 SCREW Tv0 By WOOD R8 SCREW EATMING R/GtES) 1-1/8 MIN BY OTHERS EMBEDMENT By H WOOD er GtMERS CAULK BETWEEN I Br OtrERi DOOR FLANGE TvO BY WOOD SLIDING GLASSr( SEE i SHEATHING .HY OTHERS OOmt FRAME CAULKSTR LHOOKSTRIPi 1/4' MAX. SM1M SPACE SLIDING GLASS DOOR SHIM AS RE7D. HOOK STRIP cSEE NOTES) INSTALLATION ANCHOR 1-l18' MIN S 1-!/8' MIN. IZ7flEnMPERED R8 SCREW EMBEDMENT EMBEDMENT GLASS CAULK BETWEENSTt1CC0 OR SIDINGOR DOOR FLANGE OTHERS L SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEaD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER By OTMERSrOTHERS CAULK BY TEMPERED GLASS TEMPERED OTHERS STUCCO (TYPa OR SIDING •" STUCCO DR SIDING BY OTHERSGLASS (TYP.) BY OTHERS SLIDING GLASS DOOR A.J ::......li. A. v. :.. INTERLOCK DOOR HEIGHT SECTION B-B HOOK STRIP DETAIL IrGp 10T4 6. SLIDING GLASS. ODOR FRAME SILL 2 e$ I MATERIAL: /RSMw ALL1tr f0W .. 2) .! INSTALLATION SCREWS MUST IE 1rLlFrtcKxT IfJGIM To .cwEvE HIa u1KIPE4 OF I-I/t'. fMTO vODA .TAPCOM-TTK D.FIALLATii' *CmM AT SILL MUST DE W vfFICKMTLENGTHtoACNKvE14NFMDCIREN: or 1-T/s- Pao MASOItT OR COERETL .. .... _.... 2) IHSTALLATIGN ANCHOR CHART ON BACK Or THIS LEFT. - - s) USE SILIC*=D ACRYLIC CAULK KNIND DOOR rLANGC AT WAD L JAMDS, S) LSE SALICO IZES AKMLIC CALILN TOD rCRIMETER SEAL AROJNO. Ex?tRJO* Or DOOR . t) IF EXACT DOOR SIZE IS HOT LISTED IN ANOM CHAR?, USE ANCHOR OUTANTITT LISTED WIT" NEXT LARGdtSIZE. FOR THE APPROPRIATE DESIGN rREIWK'R'""--._. _._... __.. _.,-_ . I). TW DEKET I1OOH SIZES NSE. CLOSEST lTPASS DOOR SIZE i 0WIGAAlAtOHI to FURLED VM.0 PLACE INSTALLATION ANOML M FRONT Or N= STRIP AS SHOWN ' p GLASS TNICKN4SS MAT WART PER REOUfREHEMiS d• ASH) CIDRO GLASS OMRTS IPUTuAIROVEDU04ttNPERCD. CLASS. IN SD4LC GLAZED ON 04ULAIV4 GLASS it, AANI * SILL CORNERS ARE TO TE SCALED v1TN A SMALL ANT. SCAM SEALER. - -" u) SHIM AS REO'R AT EA SET O• INSTALLATION ANCHORS. NAR ALLDvAILC SHIM STACK TO 114•. 12) ALL INSTALLATION An-W.RS "AT DE PACE Q CJRROSON RCSISTANT MAIERIALS 1)) v)CRC 'x• REPRESENTS 'vMG PANEL AND 'O' REPRCSI:NTS FIXED PANEL A PROVEO COFIGURATIONSAREASLISTEDONANCHORCHARTONDXCKOFTHISSHEET. EMBEDMENT EXTERIOR ELEVATION "' SECTIa S '&TALLw. s- & VETAAX A- "To INSTALLATION6A LLKAPROVED ATE CO IGLIPATMML . j A I-I/4' MIN. 11 rWtIDA EXTRUDERS 3000 SCRIE.SSLIDING GLA:S DOOR IS vOINN THIS MINT ALSO APPLIES TO 2PANELDOORSHOWN .. 2000 SERIES.. AND 300"SCRMS., REVI DESCRIPTION DATE INI EXTRUDERS IIRERAL: Y APPLY F L O R I D A INf. INC. SANFORD 'FL CAULKINGUNDERSILLOR SET SILL IN RED INSTALLATION ANC-MOR OF COMCRETE 3/16' DIA. TAPCON. TITLE: SLIDING GLASS DOOR t_ INS'iALLATIONi WITH #8 SCREWS. SECTION °A -A DRAMN" BY: 98 _ APPROVED BY: F '. 2 ATE: i2f1tf01 !SCALE: t(TS YIG fLEXM7 STIT 1 OF wow* I". HOME, A YRICAtION CWAWNIWL THE.• M )MERNAT16HL ftv .Tiff Ll4. Achtwmw. rLORIDA. 227". N0-10-M r" ACT -MS -PILL 1000 P.VJDESIGNER SILL CTYPJ 9 X 3/4 SELF TAPPING SMS Ix2X1/8 TUBE MULLION SEALANT Fl L MLLM SEALANT FIPLIVES L MLLLMN 8 X 3/4 SELFWVdW ' 1000 SA TAPPING SMS HEAD (TYP.) SEALANT VVCDV FLABKSN SECTION A —A (1) 1000r P.VJDESIGNER SILL (TYPJ . s8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/6 TUDE MULLION L MLLEN s8 X 3/4 SELF IWO Sj.L TAPPING SMS HEAD (TYPE SEAL,ANT BETWEEN aDov s SECTION A —A (3) L MUDN lam-10DD P.YPV /DESIGNER FLAW1SILL (73 VDIDGV a MULLION 8 X 3/4 SELF T Ipz sms— I X 4 X 1/8rTUBEMILLION 08 X 3/4 SELF 1000 S.H. TAPPM SNS HEAD (TYPJ SECTION A —A (5) APPLIES TO HEAD & SILL WHERE 1' X 4' IM P.V./DESIGNER 2' X 4' TUBE MULLIONS ARE USEDSILL (TYPE AUXILIARY PL4 DETAIL C ave AaKTMMAL ANMCM Vl" REWOtM 98 X 3/4 SELF TAPPING SMS SHEATHING IX2X3/8 O _OTUBEMULLION INSTALLATION ANCHOR R8 VODD SCREW (TYP.) O EXTERNAL MULLION INSTALLATION CLIP TVO BY WOOD s8 X 3/4 SELF BUCK BY OTHERS RIODDSATAPPINGSMS WAD I CTYPJ 1000 P. YPw) VJDESIGNER SECTION A —A (2) SILL (T MULLION APPLIES TO HEAD do SILL WERE 1' X 2' 1000. P.V./=IGNER i8 X 3/4 SELF t I' X 2 7/15', TUBE MULLIONS ARE USED SILL (TYP. TAPPING SHS DETAIL 9 R8 % 3/4 SELF 2 X 4 X 3/8 TUBE MULLIONTAPPINGSMSIX27/16X 3/ TUBE MULLION ALLATION ANL7Wt7w: SEALANT BETWEEN f=.sm" now FLANGE MULLION G: CL>P LI 1/8' MN. NIXEMBEDMENT 1— EMBEDMENT. s8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPE to X 3/4 SELF TAPPING SMS SECTION A —A (4) HEAD ((TTYP.) . 10M P.VJDESIGNER SILL (TYP.> SECTION A —A (7) N8 X 3/4 SELF $Q TAPPING SMS I X 4 X 3/8 r TUBE MULLIZ '] 13FOL I- to X 3/4 SELF Iwo S.M.TAPPING SMS MEAD (TYPJ SECTION A —A (6) INTERNATIONAL, . INCFLORIDAEXTRUDERSS,MIW, FWFM>DA TPu:SER. 1000/1500 FIN SHEET 1 OF'2 . TRIPLE HORIZONTAL MULLION SECTIONS ' SEE OTHER SIDE (SHEET 2 OF 2> FOR DESIGN PRESSURE -CAPACITIES DRAMN BY:MSH APPROVED'BY:' DATE:2/6/02 SCALE:NTS - - DwG- IHMFINTR f. SEALANT BETWEENVINWVFLANGES O N1 1000 P.W./DESIGNER SILL CTYP.) I #8 X 3/4 SELF TAPPING SNS 1X2Xus TUBE MULLION SEALANTWINDOW FlI MULLION 8 X 2/4 SELF . TAPPING SMS HEAD (TYP.) SEALANT BETWEEN . wumv FLANGES SECTION A —A (1 i L MULLION 1000 P.v./DESICNER SILL CTYP.) T08AX 3/4 SELF TAPPING SMS i X 2 7/L!i X 1/ TUHE MULLION 0000 P.W./DESIGNER /RESIGNER TYPICAL MULLION TO CXONmthr O'.Iwo :- 1000 . (APPLES TO JAYS WHERE 1' X 4' QSILLk2- X 4- TUBE MULLIONS ARE USED) 8 X 3/4 SELF LAPPING SMS CONCRETE OR MASONRY- , • HY OTHERS all iX2X3/6 TUBE MLLLION EN ONE BY 4IDOD S WTFUL FLORMA B.O.A.F. Z= BY OTHERS Q MANUFACT`II M NAME: 7 LNyR/L:t. F.FnPUAERS 8 X 3/4 .SELF WW' FUS 6 `" Sa ' TAPPING 94 - HEAD (TYP.) SECTION A —A (2) 1000 P.v./=lGNER 1000 P.v.AxSIGNER rSILL CTYP.) SILL CTYPJ a INSTALLATION ANCHOR 3/16' VIA TAPCON SCREW ANCHOR "J EXTERNAL NULLiON INSTALLATION CLIP NaA.LIDN 8 X 3/4 SELF #8 X 3/4 SELFTAPPINGSNS`1 X 2 7/16 X 3/8 TAPPING SMS8 ! TUBE MULLION `TUBE4MULL.II]N . EMBEDMENT IWETWCENSEALANT SEALANT BETWEENVIIDOVFLANGESVILIIVFLANGELMULLIONNULLroN 8 X 3/4 SELF #8 X 3/4 SELF i SJN TAPPING SMS1000.S1L TAPPING. SMS HEAD (TYP.) HEAD (TYP.T mA BETWEEN SECTION A -A (3) SECTION A —A (4) e X 3/4 SELFOW # MULLION A TAPPING SMS 1000 P.ANvDESIGNERSEALANT ffiTVEEN 1000 P.W./DESIGNERR SILL CTYP.) WINIM FLANGES r SILL CTYP.) HES T8 X 3/4 SELF # Mt>LLI ( 08 X 3/4 SELF LEAD RYP TAPPING SMS TAPPING SMS 1 X 4 X 3/8 SECTION A —A (7) TUBE NLILION / TUBE MULLIIIN 1 J Ia 8X3/4 SELF X 3/4 SELF 10oc sx TAPPING. SMS i0oo _SA LAPPING SMS 120 HEAD CTYP.) HEAD CTYP.) SECTION A A". (5) _ _ " SEG`TION' A —A (6) A r L— A- ELEVATION MEWED FROM. EXTERIOR FLORIDA EXTRUDERS nTt xAT'ONA1„ 1xc SANFDRD, ' FLORIDA nTm- SER. 1000/ 1500 FLANGE SHEET 1 OF. 2 TRIPLE -• HORIZONTAL MULLION SECTIONS.' SEE OTHER SIDE <SHEET '2 OF 2) FOR DESIGN.., PRESSURE CAPACITIES--,: DIUMN HT: MSH A>? ovpliff DAT8- 2/6/02 ISCA12. NTS ( DT(;..' "- lHMFLGTR - 1000 P.v DESIGNER SILL (TYPJ s8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT JIM WINDOW FLAN SEALANT B \-88 X 3/4 SELFwomwFLANGE i MALMM \_1000 S.H. TAPPING SMS SEALANT BETWEENHEAD (TYPJ WMDOW FLANGES SECTION "A —A (1) i NAAMN r1000 P.W DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MALIGN SEALANT CTWElE WINDOW FBLANGE L MULLION f8 X 3/4 SELF 1 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION .A —A (3) WINDOW S L MULLION jii'1000 P.W DESIGNER SEALANT BETWEYENaLFLANGE1SILL (TYPJ i M1LlImN s8 X 3/4 SELF ' TAPPING SMS 1 X 4 X 1/8 TUBE MULLION s8 X 3/4 SELF TAPPING SMS1000S.H. HEAD CTV.) SECTION'A-A (5) 1000 P.WJDESIG ER SILL (TYPJ N8 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION AUXILIARY PLATE WOR ADDITIONAL MOMS, MIEN REOLIDLED) DETAIL C APPLIES TO HEAD & SILL WHERE 1' X 4" 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR •8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP -- BY OTFIERSt8X3/4 SEI1I'I'Ur1,At!ILLJ•I -. . 1000SUL -TAPPING SMS HEAD ( TYPJ 4 MrrAMM NAM MALIGN SECTION A —A (2)p/tl yf- 1? 4R io00 P.W DESIGNER Is2 mmv rSILL (TYPJ """ "' # 8 X 3/4 SELF 1000 P.W DESIGNER A TAPPING SMS SILL (TYPJ iX27/ 16X36 l TUBE MALIGN s8 X 3/4 SELF L_ A , TAPPING SMS j 2X4X3/8 TUBE MALIGN w ANTD ETWEEN OWFLANGELLIN 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYPJ SECTION A —A ( 4) 1000 r P. WDESIGNER SILL (TYPJ s8 X 3/ 4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION BM 08 X 3/ 4 SELF 1000 S H TAPPING SMS HEAD (TYPJ SFcTiON A —A ( 6) 1 1/8 MIN EMBEDMEN Fl cvAmN - VIEWED FROM EXIMOR DETAIL B . APPUES TO MEAD i SILL WHERE 1' X 2' t 1' X 2 7/16- TUBE MUUJONS ARE USED sA'AfNmm ALLATIO1 0AN CHM e vmD aul: v NTTP.) NOILIL CLIP s8 X 3/ 4 SELF TAPPING SMS 1000 SH. SECTION A —A J7) [II DNEHT HEAD ( TYPJ FLORIDAEXTRUDERSwERNAnoNAL, INc SANFORD. FWfOA W. ' :- SER. 1000/ 1500 FIN SHEET I OF 2 T`t hrTY WIN 'HORIZONTAL MULLION SECTIONS 1 P .SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN:. PRESSURE CAPACITIES F 2 kAWN BY: MSH A"ROVED BY: DAT-2/6/ 02 SCALE:NTS - DWG.: 1HMFINTu 9 SEA:avT ;hTVEEi WiY.'DW FLA.tiucS t MU'LL1LNc INC P.W./DESIGNER I SIL_ fTYR) t8 X 3/4 SELF TAPPIINO °sms X2X 1/E Y,;Sr MGLLiOh1SEA;.AN, V.INDCV P. i WUrLLiD, 1-:- I18 X 3/ 4 SELF 0C.0 Sw. 1APPLYG SMS SEALANT BETVESSAL ViNW-d F_ANXS SECTION A -A (i 1 frlow P•WJDES:GNER SILL (TYP.) 1 t8 X 3/4 SELF 7?PPING SHS I x 2 7/I6 X I/S Tile MULLION SEALANT iETVICN 41.14MV FL4n4,ES - t M•J.!-MN l- #8 X 3/4 SELF IWO S:!t. TAPPIWQ SMS HEAD (TYP.) SEALANT BETVEE" SECTION A —A (3) WINDOW rLANGES - t MILLIQN ff w P.V./DES16NER- SEALANT BET'XENSloELL (TYP.) WINDOW FLANGH . 08 X 2/4 SELF ; MULM" TAPPING SMS 1 X 4 X 1/8 8 X 3/4 SELF two SATAPPL14G SMS.. 1+ EA3 (TYP, c; FCr,3N A ---A lS; iG' P..',/DESIGNIR ?T.PtCAL MULLION To CONCRETE 0 JAMS r SILL .W,/r (APPLIES TO JAMS W'•tERE 1' X 4' I do 2' X A' TUBE MUILUONS ARE USED) Q it8 x 3/4 SELF TAP¢ INC- SMS I CG.NCRETEOR MASC•NRY \ BY OTkI RS ! i 3/3 A. GINTRALF.LOEMAAF. I BUCK ._arr;ERs I WAMWACTV M. NAM s X -j/a SEL: L /ClD9 v j 1 tC,% SH TAPPING SMS D S= CTiON' A -A (2) i tALC F W DES.'CNER (('' 100 C.;f /?ES?GAR .. SILL ( TYP.) SILL (TYP.) t8 X 3/4 SELF ' tS X 3/4 SELF TAPPINGSMS \ I X 2 7/16 X 3/2 7APPIhv SMS all TUBE Ndt_LI7 F— v % c X 4 X 3/8 1 S} L4\T HETVEEM VLSMW FLA?ZE - t8 X 3/4 SELF tcOw S.KTAFpl4G SMS MEAD ( TYP.) SECTION A —A (4 1000 F.V./DESIGNER SILL (' YP.) 8 X 3/4 SELF TAPING SMS IX4X3/8 V. ` t8 X 3/4 SELF 1 TAPFIN SMSwc S.K hEAD ( TYP.) OrTAI'_ LNSTALLATIGN ANOCR 3/I6• DIA. TA. P=N SLR -CVAh..F.2N•(7YPS EX, CANAL NtLLL" LYSTALLA' IDN CLIP I i 1 1/4' MIN. EMBE% ME,17 MULLt++ 1 8 X 3/4 SELF TAflFIf SM$ I I '//i , l I% I Gall S.H. HEAD ..YP.) ELEVATCN SECTION A - A (7i WENEC FROM EXTERIOR FLORIDA EXTRUDERS WmmAnoriu, INSANFORD. FLORIDA 1iftm: SER 1 GOu/ 1500 FLANGE . SHEET 1 OF- c . Tw INv H.OR IZONTAL MULLION • SECTIONS wr . t• r.-- .7 r n n SLF ui LR J: LL JT'±-L t 2 L,lf C/ Fvii DESIGN PRESSURE CAPACITIES . FEB 15 2 J2 DRAWN BY. MSH APPROVED BY: DATE:2/ 4/012 SCALE: N'S DWG.:i HMFLG T'W a 1DDO P.WDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES- a MULLION t DES. '--08 X 3/4 SELF 1000 S.H. TAPPING SMS SEALANT SETVEENHEAD (TYP.) A —A (1) LF IX27/16X1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES - a MULLION Q v '1-08 X 3/4 SELF 1000 8!i .TAPPING SMS HEAD (TYPJ Ew SECTION A —A wvc a MJLLMN 1000 P.V./DESIGNER SE A14T BEN SILL (TYPJ VINDOv FLAME a MULLIONr08X3/4 SELF TAPPING SMS IX4X1/9 TUBE MULLION a v II 08 X 3/4 SELF 1000 SN TAPPING SMS HEAD (TYPJ.. SECTION ` A —A (5) 1D00 P.V DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION ss a AUXILIARY PLATE CFOt ADDITMNAL ANCHOti WHEN REOUIREW 1''. 0 ZI-111M CEMMAL FWT-UDA B.©. Jo BY WOOD 1000 S.H 08 X 3/4 SELF TT. r wT BY OTHEF 1 _ TAPPING SMS . FALwjl[j +R 1 SHEAD.(TYP.) SECTION A -A (2) 1000 P.V DESIGNER ffER FRErSILL (TYPJ 08 X 3/4 SELF 1000 P.V DESIGNER TAPPING SMS SILL CTYPJ 1 X 2 7/16 X 3/8 TUBE MULLION 08 X 3/4 SELF TAPPING SMS /— 4 TUBE MULLEIN SEALANT BETWEEN VINDOV FLANGE a Mullmn 08 X 3/4 SELF l000 SJi TAPPING SMS HEAD (TYPJ SECTION A —A (4) r1000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION 6 ` 08 X 3/4 SELF IWO S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (6) APPLIES TO HEAD do SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 VMV SCREV (TYP.). EXTERNAL MULLION INSTALLATION CLIP — MULLION WTAII C-> A t_ A . L1 1/8' MIN. EMBEDMENT VIEWED FROM EXTERIOR DETAIL 8 APPLIES TO HEAD t SILL, WHERE 1 X 2' t 1' X 2 7/16';TUBE MUUJONS ARE USED Dcnec ALLATHN ANCHOR.. R8'V00D SCREW GYP.) HORIL CLIP 08 X 3/4 SELF TAPPING SMS 1000 SA SECTION A —A (7) HEAD CTYPJ 1 NNT EM2EDMENT - FLORIDA EXTRUDERS m"norinL..Drc SMF6xn. FLORIDA 2` T=: SER. 1000/ 1500 FIN SHEET 1 -OF . 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2-OF 2)-FOR w DESIGN PRESSURE CAPACITIES DRAWN B:S! APPROVED S.Y.: DArE:2/6/02 SCALE: NTS DWG.: 1 HMF I N L 000 P.V./"DESIGNER S'LL 9 Y. VA. SELF' TAPPI..SG Sr.S 1k2XI/8 IZE ItJ' L SEAL.&O.3ET /E:N VIVxr FLANG%S' t KLLMN 1 y' \ ICN FLANGES 203 SA TA?Ptk: S14S OFAL C 1YP.) SEALANT BET.Y_EN vSECTION A —A (1) WINDOWfLArSr10M P.V./DESIGNER 1SILL (TYPJ i8 X 3/4 SELF TAPPING SHS X 2 7/16 X 1/8 TUBE KILLION SEALANT BETWEEN VDmV FLA*Es- t MULLION r1000 P.V./DESIGNER TYPICAL MULLION TO CONCRETE 6 !Ame S" L (T Y=.) (A.r-PL:ES To JWS WHERE I- ?( A- h 2' X 4' I`KMULLIONS A,REVSEQ) Q tR X 3/4 SEI..r TAPPING SMS CONCRETE OR MASONRY I BY QSit=RS I 2 X Sib ONE. BY VOCV—/ AQ CENTRAL, . F WA B.O.A.F. T9 X 3/A Sz,- RPP=_N SMS MANWACT LMn NAME: i GAD (TYPJ t'R/D.4 F.iY7"'RIlD RS •^ f SECTION A -A (2) XA,SM MAE 100E ?. V./LESiCu'tiR i I INSTk:, kTIGN ANrCWA 346' DIA TA> xN S s_V MW.N;.R CTr-.) rx tRNAL MULL=N INSTAL ATMAi CLIP f SILL CTl r.) r rg X 3/4 SELF TAPFiNa SHS 1 x 2 7/16 X 3/8 10.)O P.V./DESIGNER iLL CTYP.) TUB--- MULLION MIN. s8 z 3/4 SELF Eri:EVIENT SEALANT BETWEEN VIMDOV FLANGE - 9 X 3/4 SELF e8 X =/4 SELF low S.H. TAPPING SMS 1060 rau TAFPI SMS HEAD CTYP.) HEAD (TYP.) SEALANT BETWEEN SECTION A —A f 3) SECTION A —A WINDOW FLAtiDES t KtLION r= P.V./DESIGNER SEAd,AHT BETWEEN F 1000 P.W./DESIGNER SILLCTYP.) VINDO'J :LANCES — SILL (TYP.) f 08 X 3/4 SELF t MULLMN ! #8 X 3/4 SELF TAPPING SIPS TAPPING SNS I x 4 X 3/8 r1X4X1/8 r_ 8 X 3/4 SELF 1w0 Sa, TAPPINGSMS HEAD CTYP.) cPCTiQN A - A .i5). L #U X 3/4 SELF 4appl!xu SMS lem S r HEAD (TYP.) SECTIO": A -- A TAPPING+ SMS 2X4X3/8 TUBE MULLION 46 X . 3/4 SELF TAPPING SMS 10.30 ss.. SECTION A -A (7) 95 M I--- A A VIEYIEG FROM EXTERIOR nTm-SER. 1000/ 1-500 FLANGE SHEET I OF 2 HORIZONTAL MULL it""" SEC -IONS S=C. OTHER S I :.' l S:iLL 2 Or'2) 2i FORRESIGN PRESSURE ' CAPA.CITIES i 1000 S.M. 1 X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 TWO BY WOOD AILJAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION BUCK BY OTHERS 08 X 1/2 SELF #8 X 1/2 SELF 1 1/8• MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4.X 3/8 SHEATHING BETWEENSEALANT . VwQv RAZE VWINDDO RA14ETUBE MULLIONBETWEEN INSTALLATION ANCF t B8 WOOD i MULLION 1 MULLION SCREW tTYPJ EXTERNAL MALIGN08X1-1/2 SELF 08 X 1-1/2S1SMSELF INSTALLATION CLIP TAPPINGSMSTAPPINGSSECTION A -A (1) SECTION - A -A 12) : MULLION 1 X 2 7/16 X 1/8 low S.N.APPLIES TO HEAD k SILL WHERE 1' X 4- 1000 S.M. TUBE MULLION IODD S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ do 2' X 4" TUBE MULLIONS ARE USED JAMB ( TYP.) JAMB (TYPJ TUBE MULLION APPLIES TO HEAD do SILL WHERE 1' X 2- dc 1- X 2 7/16' TUBE MULLIONS ARE USED 08 X 1/2 SELF 08 X 1/2 SELF EB X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SNS TAPPING SMS DETAIL 8 B8 WOOD SCREW JAMB JL SEALANT BETWEEN VINDOVFRAMEi MULLION M8 x 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1X4X1/ 8 TUBE MULLION E JYFSILL PJ CLIP SEALANT BETWEEN 08X1-1/2'SELF WINDOW FLANGES SEALANT .1 TAPPING SMS MULLION EMWINDOWFT kxLmwSECTIONA — A u M sMn" 2 SELFLF08X1-L TAPPING SMS DETAIL C SECTION A — A i'4) AUXILIARY- PLATE 1 X 4 X 3/8 .• (FOR ADDITIONAL.ANCH1M, WHEN REQUIRED) TUBE MULLIQd $• a' RIPAe7p p 100o L1' JAMB ( TjS08SELF TAPPING SMS (TYPJ `— DETAIL B MULLION 08 X 1/2 SELF 08 X 1/2 SELF ELEVAT10N Q+ TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR SEALANT BETWEEN SEALANT BETWEEN WOW FRAME vDvOo+r FRAME I MULLION - a MULLION 8 X 1-1/2 SELF... 08 X, 1-4/2 SELF TAPPING SMS TAPPING'SMS SECTION A - A (5) ,SECTION; A —A (61 FLORIDA EXTRUDERSINTERNATIONAL A 1=- SER, 1000/ 1500 FIN SHEET 1 OF-2 VERTICAL MULLION SECTIONS 1 f 5 2002 SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAVtX BY: MSH APPROVED BY.. DAr9:2/ 6/02 SCALE:NTS DVO.: 1VMFIN S iy 4 Sit -? x c' x 1/P IGDJ S.H. JRY.'e CTY=.) TJB---''. JAME CTYFJ E X 1/2 SELF TA=Pi?tiG sms S1:4LANT i kii_I:.N TAPPI\. SMS SECTION, A —A %i r : X-c 7/i6 X :i8 CUBE - MULLMN 4')fl S'i - 1^O!! S.H. JAM? CTYPJ JAMB (T!P.) e as x I/2 SC:i TAPPLtiC SMS SEALANT AWShvtxxlyFLarYuEs L MULLICM A9 x 1-1/2 SELF TAPPING SMS SEC110N A —A f S) 1x4x1/8 TUBE MULLION 1X2X3/9 TL'E= wu.11 4 08 X 1/2 S=_F TAPPING SMS T SEALAr 3ETV£Ex l` YI!i L rLti• _S Z + 90 X i-I/2 SELF 2 X 4 X3,E ArPiIA.i S?'+S SECTION A —A (2) r I X c 7/16 x 3/6 1= l r----L Ti BE ML_Liu1v JAMB CT;;.) 8 X 1/2 SELF TAPPING SMS ONE BY WOOD__ A3' DE . C 3Lxx BY crmiLK$ y LTi Rgu= kA5 N3Y i i/A• MB IN: Q - ! . Q . MBEZME'N 4 I T . A IL•NATARC"R SIR. 3/16' SORE V- ARCKRC • Y= ) c> rzM1Al NiP LI]NCA. MVLLC.% ' TG LDMLRUE 6 BEAD n ALJES 70 KAD' & SILL WHERE I'' X 4 L ECJ. t JeEMuLL'Orc_ ARE PUP! R9 X i/3 SELF r INSTALLATION ANCHOR TAPPP' SmS3/1E' DIA TAPCQN fSCREV .ANCWOR. CTYP.) SILL CLIP M8 X 1-1/2 SELF, SEALANT Ic'VZEN SEALANT BETVEEN TRPPlkG SMS VmV_vW FL4NCSS _ 1 ]/' MiPi.. VINDCW FLANC£ S i:N`LLlaN , EMBEDMENT se .x ._,; z mm SECTION A —A (7; Q TAPPING'jMS NAIL PRECAST SILL BY OTHERS i ..:IX^ IaRY P .AT> SECTION A —A i4) i ::C-ADD!TIC.k4L ANCHORS V.EN REQUIRED) i X 4 X 3/8 ' • _ --I TUB MULLION _^ . 0• - mlY . R A iIL io -o 1D1:." sii I S.H. 7l 14 ANT (TY?.) JAMB (TYP.) YUAD r' yy,I1 r cry r rwGora- .. / I SNS CTYP -— .TAn j I ELEVA'10 I I Q I 8 % I/ 2 SELF s8 X 1/2 SELF V1£W£O FROM EXTERIOR . TAPPING SMS TR?PIr., SMS FLORIDA EXTRUDERS IiYTER.MAnONAL INc SANFORD,' FLORIDA T=a SER 1000/ 15u0-FLANGE SHEET 1. OF 2 MULLION SE'' T L1 NS SEALANTBETWEEN • - SrM_a.4T BETV=_EN .. .. V!h1m FLANGES - VINMV RAM[SS SEE OTHER SIDE C SHEET 2: Of 2S FI{R ' to X 1-!/it SELF -ssx 1-1/2 e DESIGNPRESSURE CAPACITIES TgpPiE$i s«s _ - - TAPaiHc_SMs FEB 1 j L 'DRAWN BY: MsH -APPROVED BY. - SECTION' A -A i t 3ELTiy.v A -A. ?DATE:2/1/02 1 SCALE ?:T$ DKG: 1/?A:LG FA o 1000 SJ4 /-I x 2 x 1/9 lacc S.M. - I X 2 X 3/9 TUBE -AM3 ',YP.l wp.-ta.N JAMB (Typ" ji WE X 1/2 SELF Max 1/2 SELF 2 X 4 X,316 TAPFT-SMS TA. PiNs smi TUBE MU.03% S- SETVEC-N SEA: -ANT 2ETW_Al FLAGS i'LAW-rES, 1---:' 1 '--WE A !-2/2 S---LF L *t-u-JON SM-- S-4TAFP:,4C S SECI!ON A —A (1) E&:QN A —A X 2 7/16 X 1/9 1 X? 7/16 X 3/6 IUK MULLMN' S.h — TUBE flVu-MA JAMB (TYP.' JAMS lib X 1/2 SELF 8 X 1/2 SZLF TAPPING SMS TAPPING SMS TYPICA4 IN _ vER7-,CAL To MORIZI TA-' MULLION TO hOULLIC.1v 8 x SS' SrAL1,111 3'.Tl--N V'VMV 08 X 1-1/2 SELF IN1, MiLLION TAPP,G SMS SECTION A—A-Ul) IJ SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGESNWMV FLANGES *8 X H/2 SELF L KAAAM L W.A.LIOW TAPPl< •SMS e X I-L/2 Sc_' TAPPING SMS SECTION A-6_LI) SECTION A —A JJ4 I X 4 X I/e I X 4 X 3/8 TUBE WLL ITUJ roN ERSIF 44Plam, S.R. — jANZ • TYr.•' jaMe 4TYP) 13 AV rVAI IS X 4 X 1/2 SELF *9 X 112 SELF TAPPING SMS TAPPING SMS N SEALANT BETWEEN SEALANT BETWEEN wlNWW FLANGES WI.4=v,r,-A"*ES ' 98 X 1-1/2 SEL- L PtLLIW L hU tON TAPPING SMS 48 x 1-112 SELF .. I I . - B 15 2GA2 SECTION A -A (5) TAPPING SMS SE100N A-4 He IN TEJRNALCLIP PIX OIR -PX MULL %'ryp.) A INSTALLATI01iMCH 16- DtA. TAPCOM SCREW ANCHCR TYP.) S_ LLCLIF 1 !/ 4' MAL EMFZDKNT PQEcAkST Slu By OTHERS CF3; Z A2MITIONAL X`C-CRS. WHEN REMMED: 0 05 6 CR FLORIDA EXTRUDERS MwmNyAwT. pmA Mx: SER 1000/1500 FLANGE SHEET 1 Or---2 VERTICAL MULLION INTO HORIZONTAL SEE: OTHER SIDS SLiEET' 2, OF 2) -;-7OR DESIGN: PR'ESSURE CAPACiTIES RAWN BY. M SH' I APPROVED BY'-. ATE: 2/6/02 I scALE: T S IDWG.: I VMHMFLG.. I 3/ SEALANT BETWEEN VINDOV FLANGES L MULLION 2000 P.V DESIGNER SILL CTYPJ tT X 3/4SELF PING SMS IX27/ 16X1/8 TUBE NULLIDN SEALANT BETWEEN VINDOV FLANGES- L MULLION 88 X 3/4 SELF 1000 S.,.L TAPPING SMS HEAD CTYPJ SECTION A -A (1) APPLIES TO HEAD do SILL WHERE 1" X 4" uJXd IARY DETAIL X 4' TUBE AIULLfONS ARE USED PLTF2000 P.V DESIGNER OW AanttMw' ANCHML' VOW SILL CTYPJ O - 88 X 3/4 SELF SHEATHING' TAPPING SMS 1x27/ ib X3/8 TUBE MULLION INSTALLATION ANCHOR 88 VOOD M: lL10N SCRrW ITYP_I 1 FL® RWA SEALANT BETWEEN CEter `. VINDOV FLANGE KILLION rt ME # SEALANT BETWEEN SEALANT BETWEEN VDaDOV FLANGES VD+IDOV/ FLANGES L MtA.tI01 L MULLION 2000 P.V DESIGNER SILL CTYPJ I18 X 3/4 SELF TAPPING SMS 1 X4XL8 TUBE MULLION JtEWDt10 M 88 x 3/4 SELF TAPPING SMS 2P.V DESIGNER l00DS.H. 000 SILL CTYPJHEAD CTYPJ BB x 3/ 4 SELF SECTION A —A (5) TAPPING. SMS 1 % 4 X 3/8 . TUBE MILLION ffilmm- 8 X 3% 4-SELF - 8 X 3/4 SELF 1000 Sx TAPPING SMS TAPPING SMS 1000 sit HEAD <TYP.f.. HEAD CTYPJ SECTION A -A ( 3) . SECTION A -A (4) DETdD".G, SwAfma NORM CLIP, D Ur MIK L MULLION APPLIES TO MEAD ! S41 MNERf 1' % 2' 1' X 2 7/16' TUBE YUU.10lNS ARE USED DEIAD..1 1 i FLORIDA EXTRUDERS AnoxaL, txc seriFoxn, n0>ztnn SER. 2000 f I N SHEET 1 OF 2 ; filti't HORIZONTAL MULL I ON SECTIONS SEE OTHER SIDE ( SHEET 2 Of;2> FOR DELI G V : PRESSURE+RCAPACI T I ES . RAIIN $Y: MSH APPROVED SY' :- AtE:2/6/ 02 SCALE:NTS DWG.: 2HMFINTR BO 2000 P.V DESIGNER SILL CTYP.) 8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION FLANGES WINDOW FLSEALANTSEALANTBETWICENMIGES'1 L MA-L L KILLION . 8 X 3/4 SELF 2000 S.H. TAPPINGSMS HEAD CTYP.) SECTION A -A" TYPICAL MUWON To CONCRETE o JAMB APPLIES TO JAMB WERE I' X 4' DETAIL 6 a d2' X 4' TUBE MULLIONS ARE USED) 2D0 P.V./DESIGNER I SILL CTYP By CONCRETE OR MASONRY so X 3/4 SELF _ TAPPING SMS 1 X 2 7/16 X 3/8 INSTALLATION ANOW 3/16• DU, TUBE MULLION TAPCON SCREW MOM (TYPJ ONE BY WOOD EXTERNAL• KILLItN( INSTALLATION CLIP BUCK BY OTHERS 2000 P.V DESTGNER * NULLIDN 18 X 3/4 SELF . SILL CTYP.) SATAPPING SNS HEAD C1YP.3 #8 X 3/4 SELF SEC11ON A —A (21 TAPPING SW 2X4X3/ 8 TUBE MLLLION Q B•®' A.r• SEALANT BETWEEN 4 1 .1/4' MIN. vIMOW FLANGE - EMBEDMENT ILAN3gA IPA % M8 X 3/4 SELF SEALANT BETWEEN TAPPING SMS _ WINDOW FLANGES i MULLION - 2000 S.H. 2000 P.W./DESIGNER I-2000 P.WDESIGNER HEAD CTYP.) SILL CTYP.) 08 X 3/4 SELF TAPPING SMS IX4X1/8 TUBE MULLION SILL.( TYP.) (5) 8X3/4 SELF SECTION A -A TAPPING SMS IX4 X3/8 TIM KILLIDN ELEYATN)N VIEWED FROM EXTERIOR T F'LORIDEXTRUD.RF M 16 MULLION L Tim:SER ,OQQ ELANUE SHEE1 i 0t ; 2 TRIPLE HORIZONTAL MULLION_, SECT,IONS to X 3/ 4 SELF 88 X 3/4 SELF I!Mr LK TAMING sMs 20 LAPPING SMS SEE OTHER SIDE (SHEET 2 OF .•2> FOR CTYPJ HEAD CTYP.) DESIGN<=PRESSURE=,CAPACITIES SECTION A -A ( 3) SECTIPN A —A (4) 18 9 2002 DRA1tH BY. MSH ' 't APPRU4ED HY , w....-....:_ __..:..: ... . _.. .. _. r _ nay 2/6102.,-- sct,E TS DttG. 2HMi<1=CrTR- 9 2000 S.M. 1 X 2 7/16 X 1/8 2000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION JAMB CTYP.) TUBE MULLION DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 88 X 1/2 SELF t8 X 1/2 SELF TAPPING SMS TAPPING SMS O(ST/ INTERNAL 2X 4X3/B TUBE MULLIONSEALANTBET%W - SEALANT BETVEEN 68 X-1-1%2 SELF 2000 SJi VINDO `_ TAPPING'SMS JAMB CTYPJ I I a MULLmNVI; X 1X OR 2X MULL i8 1-1/2 SELF TAPPING SMS c DETAIL 8 08 X 1/2 SELF ANCHOR SECTION A —A (1) SECTION A -A (2) TAPPING sns D APm SCREW ANCHOR CTYPJ 1 X 4 X 1/0 1 X 4 X 3/8 _ SB1 CLIP TUBE MULLION TUBE MULLION a 2000 S.H. 2000 SA $_ FLANGES B 1 SMS ELF Q EMBE24ENT JAMB (TYPJ JAMB (TYP.) 16MUJ_ION QSECTIONA —A (5) WINMV PREGST sltiL *7mHERS M8 X 1/2 SELF4TXAPPI11 1%2 SELF (FOR ADDITIONAL ANOMS, WHEN REQUIRED) TAPPING.SNSG SMS a ecrA f O SEALANT:BETVEEN/2 SELF EiMWf1VINDOVFLANGESTAPPINGSMS a MULLION N8 X i-1/2 SELF a A NJLLIDN TAPPING SMS SECTION A —A (3) - SECTION A —A (4) fB, SELF TAPPING -/ ol, SMS CTYPJ DETAIL _e_ 11EVAIlSZd VIEWED FROM DMD WR INTERNATIONAL, INCFOODFLORIDAEXTRUDERS ,SA"0RD;•-F FMiCENTRAL_ rrr1.>;:SER. _ 2040 FLANGE-' SHEET -,'1`;OF 2 Vp' s VERTICAL. MULLION INTO HORIZONTAL oRl j SEE OTHER S.IDE (.2SHEET OF 2) FOR,; per# DESIGN •PRESSURE'CAPACITrIESVDOL12D&UIN BY. JBH APPROVED SY: DATE:2/_2/02 .. SCALE: NTS.,. D1rG::,2V.MhLt FLG_. 1X OR 2X MULL 8 SEALANT BETWEEN WDWV FLANGES t MULLION AUXILIARY PLATE O-zu1DC+0•A•'r• WR ADD1T7pW. MR'iOtt. VIiM REOUfRED>. DETAIL CQ. MANU•_® CrUt-JM Nam' IAMB FUZ # o _o 2000 P.W./Dr-SIGNER20g0P.V./DESIGNER SILL (TYP-) SXL 'CTYPJ f8 X 3/4 SELF 08 x 3/4 SELF _ TAPPING SMS. ?AWING SMS TWO BY WOOD RUCK BY OTHERS 1 X 2 7/16-X 1/8 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN APPUES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW (TYPJ EXTERNAL MILLION INSTALLATION CLIP MULLION _ WINDOW FLANGES KiAe t MULLION t8 X 3/4 SELF 1000 S.H TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN W FLANGES WINDOW FLANGES L.MULLION L MULLION 2000 P.VJDESIGNER SILL 'CTYPJ B8 X 3/4 SELF TAPPING SMS 1X 4X1/8• TUBE MULLION 08 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYP.) . SECTION A -A (3) 200D P.W./DESIGNER A SILL (TYP.) fib X 3/4 SELF 1000 S.H. TAPPING SMS B8 X 3/4 SELF L_ A / HEAD (TYP.) TAPPING SMS jSECTIONA —A (21 TUBE MULLION 1 i/8' MI EMHEDMEN IIEYdLOtl SEALANT BETWEEN - VIEWED'FROM EXTERIOR WINDOV FLANGE t' f±ulim+ _ _ . & B . APPLIES TO MEAD. & SELL N 11ERE 1' X Y dc..t' X 2 7/16'-TUBE YULUONS ARE USED sitwnm,c ALLAnoI ANCHOR N VOOD SCREW r20DO P.W./DESIGNER N8 X 3/4 SELF HORIL CLIP SILL (TYP.)' TAPPING SMSjTAPPINGSMSLF loon S.M. SECTION A -A (5) 1 X 4 X 3/8 HEAD (TYP.) pMjEpET TUBE MULLION FLORIDA EXTRUDERS ..snzIoxal•, Irlc SANFORD; F FMA A. Tr M SER. 2000 FIN SHEET i - OF _2 A. TWIN HORIZONTAL MULLION SECTIONS = SEE OTHER SIDE ( SHEET 2 OF 2) FOR . 110 X 3/4 SELF DESIGN PRESSURE CAPACITIES l000 S.H. TAPPING SMS f [p ` HEAD ( TYP.) D DRAWN BY: MSH APPROVED, BY. SECTION A —A (4) DaTE:2/6/02 sCALE:NTS-, Jon.: 2HMFINTW 2000 P.WJNSIGNER ' SILL (TYP.) 8 X 3/4 SELF TAPPING SMS I X 2 7/16.X 1/8 TUBE KAJJM SEALANT SEA Wt Fl WINDOOWNTFLAN L MLLLJON L MULLION 08 X 3/4 SELF 2000 S.M. TAPPING SMS WAD CTYPJ SECTION A -A (1) TYPIM MULLION TO CONCRETE • JAMB' APPLIES TO JAMB WHERE f' X 4' DETAIL B dC 2' X 4' TUBE MULLIONS ARE USED) - Q CONCRETE OR MASONRY = 2000 P.W DESIGNER BY OTHERS SILL CTYPJ INSTALLATION ANCHOR 3/16' DIA 0a X 3/4 SELF 11 TAPCON SCREW ANCHOR CTYP.) TAPPING SMS ; .EXTERNAL KILLION I X 2 7/16 X 3/6 ONE BY V= INSTALLATION CLIP TUBE MULLION BUCK BY OTHERS MULLION 2000 P.W DESIGNER SILL CTYPJ H8 X 3/4 SELF TAPPING SMS # 6 X 3/4 SELF . TAPFI G SMS f2000SI 2 X'4. X 3/8 - HEAD CTYPJ - . TUBE MULLIDN Q SECTION A —A (2) SEALANT BETWEEN L-I 1/4' HIM. WBNDOW FLANGE EMBEDMENT L MULLION ER NAMK&KUFjqp 1,W F-1r771 AFRS HIETaIi e r-- A Ems"M FRE #`r I 8 X 3/4 SELF L— HI TAPPING SMS A SCALAKT BETWEEN WIFIDOW FLANGES 2000 S.H. L MULLIO7 2000 P.W DESIGNER 2000 P.V./DESIGNER HEAD (TYP.) SILL CTYP.) SILL (TYP.) SECTION A —A (5) 98 X 3/4 SELF i8 X 3/4 SELF TAPPING SMSTAPPINGSMSHX4X1/8 1 X-4 X 3/8 TUBE MULLION TUBE 41 1 ff1N NLEWED FROM :EXTERIOR INTERNATIONAL, INCFLORIDAEXTRUDERS :o, I, WINDOWT aersrN L MULLION! SER.: 2000, FLAN_ GE SHEET i [3F.., 2 -, TWIN 'HORIZONTAL MULLION'SECTIONS t8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMs SEE OTHER SID£ (SHEET 2 OF 2) FOR TAPPING sMs 2000 &K DES I GN-:.PRESSURE:. CAPACITIES ;. HEAD CTYPJ HEAD tTYPa SE(:TION A —A f3) - SECTION A —A (4) 2(>C1 DR &vx AY: MSH =. eppROTt> I- ,, ..°, f . `-_• - SCAM NTS _` m! 12AMFLGTti, Q6 SEALANT BETWEEN vVIDW FLANGES t MULLEN AUXILIARY PLATE WW AIIDLY7a1M. AMCWM %0MCM REMARD) CENTRAL FL.ORMA B.0.A.F. mA umcrTJm NAME: MID _o FL oR/1Df F.1 rRoogs - — VASTER FILE # 7 O DETAIL C 2000 P.V./DESIGNER am F.W./mbIL LK SILL (TYPJ SILL (TYPJ 08 X 3/4 SELF 118 X 3/4 SELF TAPPING SMS TAPPING SMS , TVO BY WOOD BUCK BY OTHER 1 X 2 7/16 X 1/8 1 X 2 7/16.X 3/8 TUBE MULLION TUBE MULLION SEALANT BFLMIGES t MILLION r 20D0 P.V./DESIGNER R8 X 3/4 SELF TAPPING SMS 1HEAD (TYPJ SECTION A -A (1) SEALANT BETVI3:q SEALANT BETWEEN WINDOW FLANGES L MLFInrGEt t MULLDTI MULLION 2000 P.V./DESIGNER SILL ( TYPJ TAX 3/4 SELF TAP \\\\ PING SMS 1X4X1/ 8 TUBE MULLIIN r471its X 3/4 SELF TAPPING . SMS 1000 3JL HEAD ( TYPJ cre+ TlnKI A _ A f Z1 IL8 X 3/4 SELF 10W Sx TAPPING SMS HEAD ( TYPJ SECTION A -A (2) SEALANT RETVCC VINWW FLAMM t MULLION 2000 P.VJDESIGNER SILL ( TYPJ 4 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MILLION I18 X 3/4 SELF ID00 S.H. TAPPING - SMS HEAD ( TYPJ SECTION A -A (4) s*" APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULUONS ARE USED SHEATHING INSTALLATION ANC -NOR68 WOOD SCREV ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION BEieILS.. r"r A t SILL (TYP.) A fX 3/4 TA / TAPPINGSMS 2X4X3/ 8 TUBE MLJLLION 1 1/8• MIN. EMBEDMENT VIEWED FROM EXTERIOR AIL 9 APPLIES TO MEAD t SNA MRIFRE 1• x 2• 7/16' 1LBE MULLIONS ARE USED Luaiai , AtLATIDN ANCHIN SECTION A -A (5) crip.) ' MOm CLIP I18 X 3/4 SELF TAPPING SMS 1000 S-K MEAD ( TYP.) FLORIDA EXTRUDERS. SMM 00 FMA TME: SER. 2000 FIN SHEET i OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF.2) FOR DESIGN PRESSURE CAPACITIES. B 20a DR wX BY: MSH APPROVED HY nAwI ;>/ A/D2 SCALE:NTS cDWG;: -2HMFIN,: TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMS WHERE I' ): 4' QT do 2' X 4' TUBE MULLIONS ARE USED) a SEALANT RtTVEEN SEALANT Amy FLANGESN CONCRETE OR NASONRY-11" VB4DDV FLAMGES 6 MULLION- 6 NU.LIM BY OTHERS 2000 P.V DESIGNER 2000 P.V./DESIGNER INSTALLATMM ANO CR 3/16' DTA SILL CTYPJ SILL <TYP•) TAPCON SCREW ANOM CTYPJ it8 X 3/4 SELF M8 X 2/4 SELF TAPPING SMS EXT 1A. MLLMNTAPPINGSNS1X27/16 X 3/8 ONE HY VOOD BCSTALLATMN CLIP 1 X 2 7/16 X 1/8 TUBE MULLION BUCK BY OTHERS TUBE MULLION 2000 P.V./DESIGNER SILL CTYPS MtAMN 9 X 3/4 SELF TAPPING SMS M8 X 3/4 SELF 0 X 3/4 SELF 2000 S N TAPPING SMS 2000 Ski TAPPING SMS 2 X 4 X 3/8 QHEADCTYPJHEAD (TYPJ TUBE MU1SON SECTION A —A Cl SECTION A —A (2; V-4LANT EMBEDMENTiWEENI1/4' BED MIN. WINS FLANGE . . L MLLLMN A R8 X 3/4 SELF L TAPPING SMS SEALLAANT BETWEEN I SE*LANWINmWFLANGES A.. _ 2000 S.H.r t MULLMN 6. HEAD (TYPJ v 2000 P.V./DESIGNER 2000 P.W./DESIGNER SECTION A —A (5) SILLCTYPJSILLCTYPJ - - 08 X 3/4 SELF It8 X 3/4 SELF TAPPING SMS TAPPING SMS L. X 4 X 1/8 I X 4 X 3/8 ELEVATION TUBE MULLION 49 TUBE MULLMN VIEWEO-•FROM EXTERIOR FLORIDA EXTRUDERS WERNATIONAU INC, saroRD, nORMA nTIJkSER. 2000 FLANGE SHEET.-1 OF_,2 A.• SQL a. HORIZONTAL MULLION SECTIONS sr9 X 3/4 SELF :8 X 3/4 SELF SEE OTHER SIDE (SHEET -2 OF 2) FOR TSMS T APPING APPINGSMS ' emo S. K ... 2000 S.K ?' DESIGN "PRESSURE -CAPACITIES ° = ' HEAD CTYPJ HEAD CTYPJ j $ , ; p SECTION A — A (3) SECTION A —A (4) nitAtrx HY: MSH ApP1i0VSD -Br. _ neTz:2/ 4/0 --scet.l- NTS•-- ng(;.: -2HMFLG.<._....,:..._,a, ......: or ay 200A*) TUBE 2000 S.H. JAMB X VS ,IAMB (TYP.) TUBEION 8 X 1/2 SELF APPING SMS SEALANT BETWEEN WINDOW FRAMEUMULLION U8 X 1-1/2 SELF TAPPING SMMS SECTION A —A (1) TWO BY WOOD — BM BY OTHERS DETAIL 1 1/8, MIN. . EMBEDMENT I X 2 7/16 X 3/8 TUBE MULLION. 2 X 4 X 3%8 TUBE MULLION \ SHEATHING k.TAPPIDI1/2 SELF INSTALLATION AMIClU]R Mt8 WOOD6SMSSCREW (TYP1EXTERNALMLLION INSTALLATION CLIP 2000 SH MULLIONJAMB (TYP.)APPLIES .SO'HEAD &_SILL WHERE 1' X 4- 2' X 4• TUBE 1AULUONS ARE USED U8 X 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1' X 2' TAPPING SMS & 1' X 2-7/16- TUBE UULUONS ARE USED INSTALLATION ANCHOR DETAIL U8 vooD SCREW TYP.) low AM$ SILL CLIP SEALANT 9ETWEEN _ .- U8 X 1-1/2 SELF WINDOV FLANGES 1 1/B• MIN MAMNACTEMM NA : TAPPING sMs 4 MULLION _ EMBEDMENT is3t'i.7M Tiara+ # / i X 4 X 1/8 _ 1-X 4'X 3/8 TUBE MULLION _TUBE MULLION 2000 S.M. 2000 S.K. JAMB (TYP.) JAMB (TYP.) B8 X 1/2 SELF 48 X 1/2 SELF TAPPING SMS TAPPING SMIS SEALANT BEtvEEN - SEALANT BETWEEN WINDOW FRAME WINWW FRAME. L MULLION ; L MULLION 88 X 1-1/2 SELF,-.--. _._ _._ #8 X I-L/2 SELF TAPPING. SMS ?APPDVG,SNS SECTION A -A (31 SECTION': A —A (4) WOOv FR L MULLION 8 X 1-I/2 SELF TAPPING SMS SECTION A --A (2) FLORIDA B.0.kF. SECTION A —A (5) - SHEATH" DETAIL t AUXILIARY- PLATE FOR AD; ITIt)NAI=ANCHORS._-WHEN REQUIRED) 0 _ A -A - - ell p 08 SELF. TAPPING --\ SMS (TYP.). ` DETAIL A MULLION. VIEW Q'f]ROOM EEXTERIOR Lc DICFLORIDA` EXTRUDERS °F nA TM: SER. • 2000- FIN SHEET 1 'Of 2 VERTICAL .MULLION: SECTIONS- SHEETYTE_2> .'F_ORDSGRS£INPESURE-CIIS DRAWN BY: FISH "' APPROVED.'BY- ' DATs: 2/6/02 SCE: NTS DIIG::. "2VMF I N 3 11 ONE BY WOOD 2000 S.H. I X 2 7/16 X 1/9 2000 S-K I X 2 7/16 X 3/9 j DICK BY OTHERS MD (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION CONCRETE OR MASONRY' y1/4' MIN, BY unims EMBEDMENT 44- 4- 8 X in SELF 9 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16"MA. TAPCON SCREW ANCHOR (TYP.) EXEXTERNAL MILLION 2,X 4 )( 3/8 IMSTALLATMN CLIP BETWEEN SEALANT BETWEEN. TM MULLIMscmNT WINM FLANGaU L MtJLLm3N MULLIONON FLANGES 2000- SR ON TO i r CONCRETE a HEAD 8 X 1-1/2 SELF 8 X 1-1/2 SELF JAMB (TYP.) APPI&S TO HEAD-& SILLAMERE I- X 4' TAPPING SMS TAPPING SMS JIVL- L& _2'_ X TUBE MULLIONS -ARE USED) SECTION A —A (1) SECTION A —A (2) 9 x i/e -SELF DETAIL' TAPPING SMS INSTALLATU)N ANC" 3/16' DLA TAPCOM I X 4 X 1/8 1 X 4 X 3/8, SCREW ANCHOR cTyp,) TUBE MLX.UDN TUBE MULLION SILL CLIP 9 X 1-1/2 SELF SEALANT-BCTVEENTAPPING, SMS VU(M-FLANGES x am S.H. 2000 S.M L MULLION - -_ ; - 5) - -- 1 1/4' MIK r - - EOED4ENT4BmfPJJAMBSECTIONA -:A lY-aTHMsPRECAST -SILL AUXILIARY_: RATE FDR-ADDITIONAL, ANCHORS, WHEN REQUIRED) 8 X 1-1/2 SELF 68 X 171/2 SELF SMS (TYP.) — - : _7 MULLION SMS TAPPING SMS I %.. ELEVATION DETAIL, 9 SECTION A-A-(3) SECTION A-4 (4) VIEWED FROM EXTERIOR yigaOA FLORIDA: '19cEXTRUDERS., TLSM-NAM: MANUFAC. UUO F LMGE- SHEET-., ITrrM. SER. 2 2 X 1v7- 1EIRS, vlkVERTICALMULLI6N" SE& . SEE OTHER -1 SIDE -k-SHEET, 2-0F DESIGN PRESSURE, APAtITIES--.,._. mlDftwN BY. JBH :',,' Irr N" 11 n PRODUCT CONTROL NOTICE Or ACCEPTANCE Prentdor Entry Systems 911 E. Jcferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIVIT-DADS COUNTY. FLOWS METRO-DADE FLAGLER BUILDN, BUILDING CODE COMPLIANCE OFFIt ME'CRO-DADS H AGLER BUILDR 140 WHST FLAGLEtt S ning, st rn.. 16 MIAW. FLORIDA 3313U-1; 305) 375-2901 FAX (305) 375-14: CONTttAM0111ACHNstvG ss:c-rtl 303) 373.2527 FAX (30$) 373•:' cc wit,wrrott t:,Nrntcc%,NtFi,r mvisis 305) 375.29" FAX (305) 3754' rttouurr Coat'rttot, uwisi• 305) 375.2902 Fit.\ (305) 372.6 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under"the cocditions 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, BCCO may revoke, modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 the requirements of the South Flori Raut ttoclrigucz Chief Product Control Division THIS lS THE COVERStiEET,_SEE ADD1T10`;AL PAGES 170I1 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REViEW COMM(TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. go-e-- 4-" Francisco J. Quintana, R.A. Director Miami -Dade Count' APPROVED: 06/051200i Building Code Compliance 01'11c 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 Accepts designed to comply -with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2? not exceed the Dcsign Pressure hating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E Inswing CIazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, 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 Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc: designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the inStaliation of this unit will require a hum, protection system. S. LABELING 5.1 Each unit shall bear a peri»ancnt label with the nianufacturces name or logo, city, state and following statement: "Mianii-Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREi•IENTS 6.1 Application for building permit sliall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Onlieial or the South Florida Building Co. SFBC) in order to properly evaluate the install 'on of this system. tvtanu t Pcrcz, P.E. Product CoC Exan: Product Control Division Prcmdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5.2001 EXPIRES April 0_2, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, arc 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 acccptar 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 be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc)and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. . Misuse of this 'Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be muse for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP' ANCE Manu Perez, P.C., Product Con tr xam frodu 'ntrol Division COP- L-MAOIOO.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 2'0" 2.6" X 218" COP-WL-MA0141-02 02-0419.08 52.0 NO 2110" (Application filed) 3'0" 3'6" Not Listed Not Listed I— X0, OX, OX0 1 1 . 2T + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + T 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" IV + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I t 1'0" + 2'10" + 17 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'G" T 37 + IT 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 1 i 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application filed) 52.0 1 I NO i 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2.6"+2T+2.6"+2,6" COP-WL-MA0145-02 02-0419.08 Application filed) 52.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available Irom 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 bui?ding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. S4202 & PA2P . U ak gaff AR EK" tal u aly 1." 1'i"VkC.1'^.tS O."tri Y ilbrlk 1'bn.T +vN/a,wtla"l""y tl-at1 Q Ni./rt i..I/\VM/in/I 0-141. Ot-rt J 61'ae,zoot Masonite International Corporation1wtpaw"n^q p11101bi1 W pIX"t1 41plo-Ro$"1 mitts tpebftolbns, Otspe Intlpa0ot1da3a3ul'ita to tempt without notim C )ML•MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2 6" 02-0418.03 X 2'8" COP-WL-MA0161-02 (Application Fled) 55.0 NO 2'10" 3'0" 3'6" Not listed Not listed — - I 1 i t X0, OX, OXO j 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO e8".12u 2.13' + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2T + 1'0" COP-WL-MA0164.02 02-0418.03 Applicalion Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IT + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + TO" + 1'2" t 2'6" r 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2' 1 G" + r 10" + 2'10" f 3'0" + TO" + TO" XX. DUD 2'8" + 2'8" COP-WL-MA0162.02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" TO" + TO" + TO" + 3'0" Notes 1. Dccr arrangements using fewer panels than wiiat is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite international website (www.masoniPe.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak saff I .IJ ..r'1 .1 5 h^.'1'NY 1J00 N.1 W"rNrN Hwt4"fnh Ow::: ( Masonite international Corporatior. Ovr C+•WW.•qo•op10i" W pOiW JI1prWtnle111 Rl ti 70lCilirpiOM. Ots pn tn0 Oro0"lY COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing X s Singles 2T r . t COP-WL-MA0146-02 oa BUD 02-0423.01 Application Filed) DP Rating 40.0 Impact, NO 2'6" 2'e" 2'10" 3.0" 3'6" Not Listed Not Listed Xu. OX, CIA0 2'8" + 1'0" COP-WL-MA0148-02 r r 02-0423.01 Application Filed) OPRating 40.0 ImpactRated NO I 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" s'0" + 1'0" l 37 + 1'2" 2'8" + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 1!0" t 2.10' + 1'0" 17+ 2'8" + 1'2" 1'0" + 2'8" + 1'0• — 1'0' + 3'0" + 1'0" 17" + 2'l0" + 1'2" 1'2" + 3'0" + 17" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3C'+TO" +TO" XX. OXXO 2'8" + 2,8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I r TV + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6' + 2'6" COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements usirg fewer panels Char, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite Irlernalional website (www.masonite.com) or from the technical center. 3. Irsta"ation ins!rections are available from the fdasonite Intenational website (www.masonile.com) or from the technical center. Actual design pressure requi;rment for a specific cuilding design 6 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 6 PA203. O aka raff AR''EW 41ML" .•apt rr+•r"v 000 ca n...r...-."w••.p,"c..rw... 4v ca:cn;.!K 7!C: am ofyrpGutl n.prOrc.neM fro•c± ipc:li::.a••, Crsgr : J;r>:.:1 Masonite International Corporation i' S r,l!'1 .:^i.1h; 1Mhfa•' nl!i:r. COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height -- Outswing X COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NO72. Not Listed Not Listed Arrangement X0, OX, OXO r' 1th) 2'8" + 1'0" masanite internationalMiami-DadeO COP-WL-MA0168-02 02-0423.03 Application Filed) DPRating 47. 0 Impact Rated NO 2' 8" + IT 2' 10" + 1'0" 2' 10" + 1'2" 3' 0" + 1'D" TO" + 1'2" 1' 0" + 2'8" + 1'0" COP- WL-MA0169-02 02- 0423.03 Application Filed) 47.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 1 T 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + TO" + 1'2" 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO" + TO" + 37 XX, OXXO 2' 8" + 2'8" COP- WL-MA0167-02 02- 0423.03 Application Filed) 47.0 NO 2' 8" + 2'8" 210" + 2'10" TO" + 3'0" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0170-02 02- 0423.03 Application Filed) 47.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" + 2'10" 3' 0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akc aff AR EK'" e1NkNG1. Ait K.TkY DOOk.S NeMTe.MN 1.r{+Lwf Dean C" H , w . U,,•••o. eu.r Api29,M03 o.-.. Ow eam"en"0 pmyam of profto Imaoremem makes sptCft No . &sign aml aroA4r ONaa soot10 CWgt "nhw /O%Kt Opaque Units COP-INL-MA0100-02 FIBERGLASS DOORS 6'8" Height -Inswing COP-WL-MA0101-02 01-1031.01 76.0 NOX z'0• 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) J 2'8" + 1'0" 11118iliffoR110 WUMM COP-WL-MA0103-02 Miami -Dade BCCO 02-0109.10 Application Filed) DP Rating 55.0 Impact Raled NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 21" + 2'8" 210" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109,10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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 OCCO protocol PA201, PA202 8 PA203. Oak raft MTEK" 1e'1:"f.1.A\C PRUI[VV. Apra 29. 20W o..,..T oe-•, 0."c0"1i0.,npp.o9.am of Wop.[1mp,VMe.* Inaan fpe[Jl~ss. Onq" a.M OOp.Vn Masonite International Corporation atla's w o'ec110 c1lawWdho111 W1f Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing COP-WL-MA0121-02 01-1031,02 Rating 76.0 Impact .. , NOX 2'o" 2'6" 72'8" 2'10" TO" 3'6" Not Listed Not Listed x0, ox. Ox0 Multiples a 2'8" + 1'0" r a COP-WL-MA0123-02 Miami -Dade BCCO 02-0109.09 Application Filed) Rating 55.0 Impact., NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 1'2" 17 + 21" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 1'2" + TO" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" xX. OXxo 2'8' + 2'8" COP-WL-MA0122.02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6' + 2'8" + TV + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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 OCCO protocol PA201, PA202 & PA203. O ak Lraff AR4EK' VIHIiNGLA55 KNI'NY DDOOItt tw 0— 11pri29• 2WMasonite International CorporationCOWcola ," podlam of proew en"Vane"i MA" SwAica10,11 aspn and o.odw oral iuoletl to chew Wohan notice. Opaque Units COP-L-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangement Singles (width) omrjnt MEMO COP-WL-MA0106-02 mitmTtmifrira.ioiii#M 02-0109.08 Application Filed) 70.0 NOX 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Usted Not Listed Arrangement X0, OX, OXO Multiples rlh) 2'8" + 1'0" razisonite internationalr COP-WL-MA0108-02 r• Bcco 02-0109.08 Application Filed) 9P Baling 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17" TO" + 1'0" 3'0" + IT" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109,08 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 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" + 2'10" 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 BCCO protocol PA201, PA202 & PA203. Oakcraff EK'" tN1.Mfi I.A\\ IiN'1'"Y 000"i -Tp-iMrpq"Iw)Ooe.. M,+29, 2002 OW Cbnlmmnp WW9 01 p100YC1 n WOvtmtnt MakfS %Wd.C~S, OeSpn JnO p ~1 0n14 SObRa 10 tnanp wAft W nbtKt. Ow. r 0.... Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Masonite International COP-WL-MA0126.02 r 02-0109.07 Application Filed) 70.0 I NO Mrjtrlw X Singles (wid1h) 27 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement Multiples ,masonite 2'8" + 1'0" international COP-WL-MA0128-02 Miami -Dade BCCO DPRating 02- 0109.07 Application Filed) 55.0 ImpactRated NO 2' 8" + 17 2' 10" + 1'0" 2' 10" + 1'2" TO" + 1'0" TO" + 1'2" 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" + 17 1' 0" + 2'8" + 1'O" 1' 0" + TO" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + 3'0" + 17 2' 6" + 2'6" + TV 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3' 0" + 3'0" + TO" XX, OXXO 2' 8" + 2'8" COP- WL-MA0127-02 02- 0109.07 Application Filed) 55.0 NO 2' 8" + 2'8" 2' 10" + 2'10" _ TO" + TO" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0130-02 02- 0109.07 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 210" + 2'10" + 2'10" 3' 0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required, 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201 • PA202 & PA203, la O akcraff AR 4EK," Wo,.,l rare 'It.l"rsd I.a,uuvHt bo,n a1Nh"( I..lt\ F'N'1'MY 1)OONA N—T— iMrrYu Em.r Doan rnU N./V ./ ,•" e ow C"lnoo Masonite International Corporation O,NCM4n"mp proplim o1 pro0uq inprOvemeM maata SOCcllicalOm, Ottgn aM DIOOuCI ftw so^l toCninp! WOW Ivigt. i X 1111' Unit SINGLE DOOR s• TYR TYR 6'8" UNIT 8'g" UNIT 13.15/16• 17-1/8• MAXIMUM ON CENTER TYR estate'flillllfirlll irbYi:ifMiflHrlll 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Hough Opening •1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side 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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Ppti 29, 2002 .., o...,. o.... OW comnwnp wopram of Moduet mo—erred makes SWokaia"s. desgn yid otoduo detail st;Nw to t"e without noliR. i XO or OX t 1111 i Unit e SINGLE DOOR WITH 1 SIDELITE CL TYP. TYP. 4P. TYP. 6- TYP. 6'8" UNIT 8'8" UNIT 13-15/16' 17.1/8, MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening "1 Width of door unit plus 112" Height of door unit plus 1/4" f } } ir V } r 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 r8 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA 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. U Ap„129 2001 Masonite International Corporation Dm 10V1.',: ; "04.3n, V' W4oVC1 n,..1'afMCM MNes s4eC,1,Ca1gV>. oes.p" arc Y0c"CI Otud suolm 10 Cringe ++e1 O n01,Ce. t J^ 1 I1. Unit r SINGLE DOOR WITH 2 SIDELITES r, f f f f f f f t t f t 6' TYP. 6'8" UNIT 8'r UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening '1, Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & 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 EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 A01029,2002 Masonite International Corporation 0m oI Woou'.! . a}.ottlN.xll -DAIS I MO1M,IW-+'. M,.,. b'C . W.0 otl,. #wMn to ;ry,yt "0000l iKo- MID-WL-MR0005-02 Unit I DOUBLE DOOR WITH 2 SIDELITES 6' CL TYP. TYP, 1 1 ! IT TYP. TYP. 1 ! ! 1 1 1 1 l l 11 1 il_l I ll 11 TYF t it 11 I Il 11 1 II I1 1~ 6'r 13- UNIT 8'e• UNIT 5/16" 17.1/8' MAXIMUM ON CENTER TYP. If t t r r r r IMinimum 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or W16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 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 t approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 Apfd29.2002 Masonite International Corporation Ou, cont—no drod,am ofmodw /no,o' MW makes SOlcdtalgn%. deSpn and p,oduci dNad tubed 10 cNnpt "AhOul "W XX ' 1 r 1 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door Maximum unit size - 6V x 6W Design Pressure 52.0/-52.0 Limited water unkss special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirentems for aspecific building design and geographic location isdetermined by ASCE 7-national, stateor local building codes specifythe ed0lonrequired. 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: am an as as 0o 0o 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: nn nn nn on as as 105 Series 106. 160 Series' 129 Series' 12 RA., 23 RA, 24 Rh 107 Series* 108 Series 30e Series Series' Trxs glass Nd may also be useo in the following door style: Eyebrow 5-panel with scion O ask_ r_aff AR EK" ..e ,..T 1'lel'N(:I nSS k;N7 NY VVONs ebw.T .ur-0r1NrtY"t.we0-en - o.. roe•.. Aprn29,2002 Masonite International Corporation ow cohli o p o(Oyam Ur 010oucs " D,0,emeM mares smaKamn. oesgo am product dame suoNcr to enmee wAW nonce XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r 00 00 404 Series 410 Series 109 Series 114, 120.122 152 Sarin 149Series 300 Series 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: TESTDWITHACCORDAMIAMI- DADECOMPANCITY, To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). P ' af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakWraff arar F e r.l AR 4 EK" f'1UI"I:l. N.% ENl'M 1' 1111t1M NwnT..onN ra".r.v !•ve Oaw. PREM 14,,&., r • / N D..me o.... / April 29.2002 Om Commwy Droglam of Ot Wig +,pm"Meni makes sMilica toms. design and Wodett M a s o n iie In t e rn a tio n a l C o rp o ra t i o n dtoil soytt1 10 change «dhw "lKe XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 61". Single Door with 1 Sidelite Maximum unit size . 6'0' x 6B' Design Pressure 52.0/-52.0 Limited water unless special tMeshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and WPM resistant requirements to a specific building design and geographic location is determined try ASCE 7-natiorW, state or local building codes specily 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: 114 GLASS: no ao aQe on 00 00 , 0o 100 Series 133. 135 Series 136 Series 622 Series 1/2 GLASS: 0 Do 00 ao 00 o0 00 0o 0o 105 Series 106, 160 Series' 129 Series' 12 R1L. 23 RlL. 24 R0. 107 Series' 106 Series 30e Series Series' This Voss 4d may also be used in me following door style: Eyebrow 5-panel wilh Wolf Oakes_ AR T EK 11f 1: NI l \11 Lr.INs' UIIi1N,l IVpwR.wNl—rl.r (Mrl Coon r-Ysry b Apn129. 2002 Masonite International Corporation Ow Of P10eutl n.e.Ovtmtnl nNIfS smd,o,O.s. Pts.Q. L'A :nM:titl 001 Ielnttl IC ch^1 -111 nof2t v ' t XO or OX O ' ' I `' I Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as ao wti 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: S x 129 Series 200Series 121i,121 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24111, 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: TESTEO IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak x ft AR 4 EK'" IN.-ii.•eh"tn 0- Ap14 29. 2002 ow'onl.mmn ploerem of woova vnorovtr"tnr maaeS SWificawnS, oespn and o9odK1 Rtav so.lttl to (Nnet w'Wl nmde t .tluf.re ly r•.m Masonite International Corporation e Y Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum urat size - 97 x 6'8' Design Pressure 52.0/-52.0 Limited water unless special duestwld 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 geographk location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 On 00 0 DO 100 Series 133. 13S Series 136 Series 822 Series 1/2 GLASS: D n KI Da n0 on 00 an 00 105 Series 106, 160 Series' 129 Series' 12 RIL, 23 PdL. 24 R/L 107 Series' 108 Series 304 Series Series' 1ms glass Mil may also be used in the following door style: Eyebrow 5-panel win scroll GO. raff ARC EKrw ., r.a n[.< I,rlw.Irlro- I IDL•Nt LHI\\ LNIN\ WORN [m/r 0• PRE 1I'1/lf) a • r I\U rVV1\ n Ou.i.r. Deerr April29.2002 Masonite International Corporation bu, [om n.." D,Dali3O Ol e,00W MW0vtDltOl MACS %W lKilWn1, eeS Qna0d Dr00u0 oeWd SUDNtl 10 C"t welloDl DWKe. OX0 COP-WL-M10144-02 Glazed Inswing Unit # FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1300 00 404 Series 410 Series 109 Series 1, 120,122 152 Sod" 149Series 300 Series Serles APPROVED SIDELITE STYLES: 129 Serles 200 Series 12A, 121. 23R, 23L. 450 Series 152 Serles 149 Serles 109 Serial 120.122 Serles 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 BCGO 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 NAMElyNAME 1ITY, STATED 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 0-44.kcraff AR'kEK'- FIUCXCLA." VNIXY WORN Aptii 29. 20D2 Masonite International CorporationDwcom-w" vWam of wW.0 mwove-em makes swd aiom, dtsV aM PDdvcl OUR WNW 10 Ch"t wAhftl WKC OXXO O ' I + t , Glazed Inswing Unit I FIBERGLASS DOORS APPROVED ARRANGEMENT: O P ' Double Door with 2 5idelites Maximum unit size - 12'0' x 61" Design Pressure 52.0/-52.0 Limited water unless special tMeshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geograp* 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-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: ao 0o °U as nn as 1 nn 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: D ou ou n as nn nn on na as 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 RA.. 24 R/L 107 Series108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with stroll O aka Alq EK' 1' 11/tk(t ISS tNTR s' DnUkS W.T..u.M Wwrku E,wr oew. a • t! PRfA1.^G?i.// rr. April 29.2002 Masonite International Corporation Ow ca ,.4 0rowbin of 0100,0 Woverntnl rra•es SDWd al*ns des -on and O104uC1 Or," wb1ec110 C"t -AhoW nOKe. OXXO M . " t ' I Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t ao DO a. 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 1' T 129 Series 2mm 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). 1 / &a 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. License Number 56533 Oak riff ARkE r....,...,,,..m V 1 faap.. f. •Jx-a .l e1Nc , ..,., tie M1 u...1w. w..a.v.a l.w.NuL.wl Dow. Mn a • Ei'1uv I.// ADril29.2002 Masonite International Corporation ow comwv" WOWam 01 p0corl + Vfwemtm makes sp cjkxg . eeiqn 404 O•Deun Oelad SuDiec, to tfw4e.1h01A W-Ct M , 1 XX 1• aI t, Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site . 6T x 8'0' Design Pressure 40.0/-40.0 limited water unites special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressureand Impact resistantrequirements fora specific building design and geograptriclocation Is delermine0 by ASCE 7-rWional state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 1:1 toe Series 108 Series O akcraff W.. J '—" 'f C • 1r.. AR 4 EK" r..l ....Ir .. o.n MalNGLASS UNINY P( ME44V (,,W f „ Apltl 29. 2W2 o..uq w... Ow Cononwne Biee,im of o10eu0 m}ovfinem awes sPeC-fCaMns. *$qn a.o o.oeon M a s O n lt e International Corporation etlai suoleCl 10 C"t aalloul nohCt r 1 X Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 sorbs 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. -- License Number 56533 O Gl w.. J r. n 7e+Iur<d PI"L LNIM\ UUv,(a r+nrb.ww rasp.+. Emr, Do... () • r/\(J rWVn%nA%n nay ApidM2002 Masonite International Corporation Om Comin g proe,am or poeup <norovtntwl main apeCiRtNiOM, 0ea9rlSM WOW peua auoreCl to C"t without nonce XO or OX Glazed Inswing Unit COP-M-MA0148-0 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: o' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size . 8'0' x 8'0' Design Pressure 40.0/-40.0 Urnited crater unless spebiat 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 buildingcodes specity the edition retuned. 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: MM as oa 822 Series 1/2 GLASS: aEl 00 404 Series 100 Series a i NIMV n+it.w Y—"r "... t.w, oo... Apt4 29 2002 0o COMn .meoroo•>•+tGtf u04.ar.o•o+ememmsteasnmtmaro"s.0,pon4.0p•oma o...o. Masonile international Corporation Oct,, Sv nt to 03nt wi1MW MILic XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 series 300series APPROVED SIDELITE STYLES: e50Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. -License Number 56533 Oak raff AR EK" UL re.fer9., iNL Aiti IN rMi' Ul)S)M\ FOtllf: w.re....r+.rka. rM.r ^^^ r a / RE/Vi v n(r/ ...... C/ffV//VVVCC//JApril 29,2002 Oe• r Deer, Masonite International Corporation OW COn Vlpg W"Fr of Woeun roorovemeM makeS SDKJKafWeS, oeSgD afg WOW otlaa SAW to rnanee "aMW coon. OXO tt e t Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Madmum unit size • 9'0' a e'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 tot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: am 0o 00 822 Series a 0o 404 Series 108 Series Oaak raff AR EK' r .....e _ relofl.elr 1. e.. IIUL"1 Ln\\ kM r"1 1)1>n".\ .a".H.wne re".r4w four pew. Apr129,2002 Masonite international Corporation OW Lonnrl " lnoelaln of lnooVi Aiwmenlenl n ots specit"ons, des -on and o.odun 4034 SAW10ChN gt *000 n01•ef. OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 71 V" t 810 Series 300Series APPROVED SIDELITE STYLES: b 450 series 852 Series 810 series 3WSertes 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: TESTDWITHACCORDAMIAMI- DADECOMPANCITY. To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O akeraff AR EW FI"ENOIASS ENTITY DOORS Neo-T. r;.,,U Nt—e Dean ApeB 29, 2002 o.. a, o.... M a S O n lt e International CorporationOwCOMP" pr"ISM or plooud MWpve"1eM MakeSSpecdcaicnS. 0esio" a"p ol00uc+ Oeud S01"I10 CN"pt.4W "01Kt. It OXXO Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: O iS O y ri 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 MoAnwm unit size .12W x 8'0e Design Pressure 40.0/-40.0 LimNed water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpad resistant regrmemerdslot a spedlfe building design and geographic loeadonIs dele nined byASCE 7-national. state Or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: oil] as 00 822 series 1/2 GLASS: n F-1 go 40e Series 108 Series Oak raft ARkEW I'IDLxCiLASS LWIMY U00— HowH-- r1 1---1. 1, D.— April 29, 2002 Masonite International CorporationowcontulDlnesloeramorDrodua ^W 0V mM MA" 3m4icat.ons. Dasyn and modua otma tukm to ch"t I.DIWur W", QXXO C 1e rt t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 952 Series $t0 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). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aka ARTEK . . I IU1 Ulil.\Ct1i 1v'fNl' 1),IISUti .a"wL.e.M 14wiUU Lnv, Open MA• 6 Ap,a29,2002 Masonite International Corporation Ow LonleNnnp D Op.am OI Moou(1 +'.p+ovM1M1 masiS sDK KMwns. deSipn iM p.a0001 deal SVDR oLt.inpt .0001 nOMt XX f ' t I 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 6'8". Double Door Maximum unq size - 6'0` x 6'8' Design Pressure 55.0/-55.0 Umited water unless specialthreshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual designp2ssure and impact "SUM requirements for a spea'Ik buadfng design and geographic location Isdetermined by ASCE 7Hwtional, slate or local building codes specify On edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: na as gob no nn 00 nn 100 Series 133,135 Series 136 series 822 Series 1/2 GLASS: D 0 00 UD 0 ° 00 nn 00 na 00 as 105 Series 106,160 Series' 129 Series' 12 R/L. 23 RIL. 24 RIL 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5•p3nel with spoil C)a_aff AR—4EK" 1,1111'MIL•.V%LP1"1.U013K1 NpnT..pnylWu t.wlDe 0/'y O Ap1a29, 2002 OW aaMNW"V,We m of Dtod,0 + ,,Oa emeM Masonite International Corporation makes sDc[,rgalgne. deston ara woducl aruu % volect 10 [rune! wOhow n014r t' 4 f r 1 Glazed Outswing Unit r APPROVED DOOR STYLES: 3/4 GLASS: 0 an R 404 series 410 series CERTIFIED TEST REPORTS: CTLA-805*2 FIBERGLASS DOORS FULL GLASS: r Fog Series 114, 120.122 152 Series 149 Series 300 Series Series 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 ART EK'. ..,,..... I IYLNt L\\\ 4N1"1' UVI)"l NwrT..wNFOwrOY f:".e Doon RE44! -Ve ow— Apt829,2002 Masonite International Corporation Ow taM,q D 09tm 01 podu .npovee MA" pKil iOn:. ee99n rn0 plod-XI Man Wheel 10 thb"e'ANIA nol.tf XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maxinwm unit sue . 6'0' x 8'0- Design Pressure 47.0/-47.0 united water unless special dueshold 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 geograpMC location is determined by ASCE 7-national. stateor 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: ao as 922 Series 112 GLASS: n F-1 ao 404 Series 108 Series O ak r - 1. AR EK Wn...1.M,ain. Y,I+ieJ VIeCNGLASS LM'UKV VOr1MS tbn•h•w.N iLwtOu I— Dos, ao...... o••.. ApId29.2002 Masonite International CorporationOWCOn~9 e10910d 01 IMOOWs OWO. fffi MAO $M?1Kll.On1. Ot119n MO clOdWl OtW WWI 10 C"t wdMW .0141 3/4' X 1-1/2' X 13GAGE 2' GALV. STEEL GALV. STEEL HORIZONTAL A HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. -- 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2-LAG SCREWS OPENING H€IGFIT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5' USE END CAP 1 SEE DETAIL C) 1/4' X 1/2' LONG 16GA GALV. STEELFOR16' X 7' USE CARRIAGE BOLT & NUT TOP BRACKET WITH OPT04AL SSS GLASS LIGHTS CENTER SIRES 1/4' X 3/4' 14GA. ROLLER (5 COLUMNS) HEX HEAD SELF HOLDER WITH CENTER HNG0 DRILLING SCREW' 2 FASTENERS. (3 ) A 3 1DE 1/4'X 3/4' LONG HEX HEAD SELF (SEE DETAIL A) DETAIL D (2° PEAR VERTICAL srILE) 16' X 7' DOOR 2' 16 GAGE GALV. STEEL 2' ROLLER WITH 7/16' Dl0. LONG STEM. B VERTICAL TRACK BOLTED TIRE: STEEL 10 BALLEA UTOTRACKBRACKETSWITH X 5/8' TRACK 8' AND 9' WIDE DOORS BOLTS.S. BOLTS. 2' ROLLER WITH 7/16' DIA. SHORT STEM. TIRE STEEL 7 BALD. SEE DETAL C 4'X 16' AIR VENTS 63' (r6` X 77 14 GAGE GALV. TEE END (4) REQ'D. OPTIONAL SSS GLASS SQ. IN. MIN. 5) SCREWS. SEE DETAIL C. TOTALTOTAL OPEN AREA) T OPTIONAL., 42'(16' X 7') 54'(9' X 7') 6'X1 X 7') FASTENED PANEL NO STALES. IS GAGE GALV. STEEL CENTER HINGE-1 `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GAL.V. 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 S—B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8 -0 r-0' 32.e 37.4 49 2 -56.1 9 -0' -0 29.1 33.3 43.7 -49.9 16-0 -0 23.6 1 -26.3 3/4' POLYSTYRENE INSULATION STANDA FOR MODEL 735 19-1/2', 21.OR 24' HIGH PANEL. GALV. AND PREPRINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 22'' I ALTERNATE CONSTRUCTION USING (2) STRUTS-7 4'X 16' AIR VENTS J2) REQ•D. I60SO. IN. MIN. B BTOTALOPENAREA) OPTIONAL STRUT. ATTACHED WITH 11L/45_X LONG HEX HEM SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 9' 20 GAGE END CAP SIrKYE CAR) CENTER STILES CENTER 20 GAGE END STILES HINGES (1 COLUMN) 2' 1.25' POLYSTYRENE INSULATION 0 O 4 OPTIONAL FOR MOD. 724 AND 730® 3' 0 43 GAGE cALv. STEEL BOTTOM BRACKET 4 1ABOTTOMSCREWCAN WITH 2 FASTENERS ABOVE OR BELOW ROLLER. 2.75' --4 L.H. DETAIL A DETAIL C 3' 20GA WIDE STRUT FORA 16' X 7• DOOR USE ONE 3' 1 WA WIDE STRUT SECTION A —A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF H1NGE END DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURESLISTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 1(r, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH. EXPOSURE W. ®, 30' ROOF HEIGHT, ROOF PITCH > 10. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SURAin if FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. STILE, CAP AND RAIL TYP. 6 PLACES. U^ AND USE LONG STEM ROLLERS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS & NUTS OR 1/4X 1/2' LONG HEX HEM SHEET METAL SCREWS. itG 2422 3/5/02 KDD rr',, T 6_ F 2413 1 /25/02 W} LL1AM T. Mt)EMSNN, t E 2137 2/9/00 Consulting Structural Eng&-a D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 B 1549 352) 242 Oi00 A 1449 t'-8-95) 1 NOTE. LAZ GINEG DOESNOTSATISFY IMPACT 1366 (11-01-94 DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE P.O. BOX 13858 MAUM ,F AR R7 2113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PARTNAME: 0199a 9 WINDLOAD RESIDENTIAL STEEL DOOR OLERANCE FOR SBC 100 0150% MPH, FBC FRAC.t 1/ 64 DEC. * .015 NEXT LEVEL DWG. No. g 94 99—B-033 SCALE NONE PLOTSCALE 1= 1 DRN BY GDR SHEET 1OF 3 OPENING HEIGHT NOT OVER 13 GAGE MIN. GALV. STEEL 1/4- X 1/2- LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT do NUT FOR 16WGALV. FASTENERS FASTEN TO WOOD JAMB WITH STEEL TOP BRACKET WITH ON 9'XB'.- 5/16' X 1-1/2' LAG SCREWS. 14GA. ROLLER FOR IS' X 7' HOLDER WITH 2' GALV. STEEL k 18' X W USE 2 FASTENERS. VERTICAL TRACK 1 /4' X 3/4' FOR 18'X7' do 18'X8' 16GA 16'X87 HfEX HEAD SELF ON PAGE SEE TOP BRACKET 1A 18'x7, DRILLING SCREW DETAIL D USE Two EXTRA, 18'X8') rt6' X 8' t0' x 8' DOOR SELF DRILLING 1 63- IW X 77 72' 18` x 87 72' 16' X 8' 72- 10' X W) 18' X 7' Co. 18' X 8'; 63- (9X 8') 42- ( 18' X 7' 48- ( 18' X S' 48- ( 16' X e 48' 10' x 83 33- (18, X 18' X 81 39- 39- ( 9' X W) 3/4' POLYSTYRENE 21' (( 18' 24' ( 18' X 7 X 8' INSULATION STANDARD FOR 24- 24- ( 10' 16' X W) X W) MODEL 735 15- ( 18' X 7-) 15- ( 18. X 8') 19- 1/2% 21- OR 24' HIGH PANEL. GALV. 2 ROLLER WITH 7/16 SCREWS I"K DOA. LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL. LEAF OF HINGE 18` X7' & IS' X8' DOOR1 SS E. 2' HURRICANE ROLLER WITH 7/16- DAL do 18'X8'. = LONG STEM. RAMS 8 STRUTS - 3' 18GA WIDE SEE DETAR A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING qLH. SCREW THROUGH TOP LEAF OF HINGE ON 10'XS'. TIRE. STEEL '' V DRILL. 9' X a': 10'X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2' ROLLER WITH 16' x e': 16GA. END CAP &RIVETS. 7/4r DILL SHORT STEM. 18' X 7' & 18' X 6': 13GA. ENO CAP k RIVETS. 14 GAGE CA STEEL STEELRAC ENDHINGEATTACHEDWITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 20 GAGE ItENDSTILES01 I6' Xa' & 1e7T8' DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 5• 9' X 8' S3 BRACKETS 16' X B' 4 BRACKETS AND PRE- PAINTED STEEL 2• GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS ATTACHEDWITH1/4- X 3/4' 10' X 8' t4 BRACKETS; 18' X 7' 7 BRACKETS 16 GA ALL LONG HEX HEAD SELF 18' X 8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED 750GA MODEL 2 PER VERTICAL STILE) L- LOGS TOPANEL1-3/8- CAPOVERENOS17LES. POLYSTYRENE 3E C) INSULATION OPTIONAL 7DErAIL A) FOR MOD. 724 & 730.4X 16'13GA. GALV. STEEL 2) REQB BOTTOMBRACKET60SO. IN. 2. FA g•) TOTAL OPEN AREA) 18 GAGE GALY. STEEL CENTER HINGE SECTION T 4 FASTENERS (law 0 1axa. 2 FASTENERS (9'xa') AND ( 10'X87. ATTACHED WITH 4 FASTENERS. 20 GAGE GM.V. STEEL CENTER SIRE SECTION A —A TATTACHEDO PANELS TOG-L-LOC OR POP RIVETS —1 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD 4 M85 WITH 5/16- X 1-1/2- r 1,5- 1LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P . F. T 3' DOOR SIZE PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0- 8'-O' 25 5 29.1 38.2 43.7 10 - 0 8 -0 33A 35.9 49.6 55J 16'- 0' B'-0 243 27 3 38.6 41.1 18'- 0' 8'-0- 27.3 30.7 41.0 46.0 18'- 0- 7'-0" 27.3 30.7 41 A46.0 6 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C- 4" X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTERUSING ( T CONSTRUSTRUTS./C.TIONCENTER STILES do C J 'SMOG ECAR) HINGES (1 COLUMN) OPTIONAL 8 V 8 16' ( DOUBLE CAR) 4' X 16' AIR VENTS CENTER SITLE ( COLUMNS 4) REWD. OPT04AL. ®CENTER HINGES (5) COLUMNS 120SO. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS- USING (2) STRUTS7 I NOTE 1/ -- 20 NON - DESCRIPTIVE 8` HEX BOLTS NUTS OR TO BE 1/ 4- X 1/2- LONG HEX HEAD SHEET METAL SCREWS. B 16' ( DOUBLE CAR) STILES (( 3) CoElJ#IN.S OPTIONALSS8 GLASS 1if 1111, V't{J tLL— 9l1>•T=1 T,t1It1•Ii1 IC ki H ( eMN)—. / (SINGLE CAR) OPTIONAL LOCK 2. 75' — 1 1 all 0 Z— t G 2422 3/ 5/02 KDD MODELS DETAIL A / JF2413 1/ 25/02 3' 18GA MnOE STRUT WILLIAM T. LINDEMAN& P't DOORS SHOWNON 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 a SUITABLE F09 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GNEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consnl6ng Structural EngilteeT 1140 Anderson Stred Clermont, FL 34711 352) 242 - 0100 NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC D 1724 6/ 24/9 i C 11549AIa 1549 A 1449 P- 8-95 1366 11-01- REV. E.C. N. DATE P.O. BOX 13858 MAUMELLE, AR. VJMSORIMR 72113 562- 1872 724, 426, 730, 735, 750, 550 Dwc. WAS PART NAME: 101993-a, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH. FBC NEXT LEVEL I DATE: DWG. NO. 9/14/94nnInn1z11NONEIPLOT1 SICALE DRNG& SHEET 2 OF 3 4 OPENING HEIGHT DOOR OVER E MIN. GALV. STEEL SPLICE OR FLAG BRACKET. TO WOOD JAMB WITH ( X 1-1/2- LAG SCREWS. I 2- GALV. STEEL VERTICAL TRACK 16GA. (1(6'XgS3 FOR_ 18' X 8' USE 13G, (t81/4 X 3/r HEX HEAD SELF DRILLING SCREW DETAIL D 24' 24- l 24' 15' 18' xa') 63- 63 48- ( 18- x 4a' ( 16' x 48- ( 10' x 39: ( 18' X 8') 39( 9' X 87 X83 X8x 87 72- ( 18' X 81 72'(16'X8 72- ( 10' x B-) X al xa73/ 4- POLYSTYRENE INSULATION STANDARD FOR MODEL , t> OR 24' AM PANEL GALV. 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE TWIT ROLLER HOLDER IS TURNED DOWN. 1NOTE. 6' X8' USES TOP BRACKET ON SHEET 2. 16' X8'& 10'X 8* DOOR 2- ROLLER WITH 7/16- DHA, LONG STEM. TIRE: STEEL 10 =BALL. 18' X a' DOOR 2' HURRICANE ROLLER WITH 7/1C OWL. LONG STEM. TIRE: STEEL 10 BALL ` 9' XB' 2' ROLLER WITH {I 7/16- DIA SHORE STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5. OR 6 SCREWS. SEE DETAIL C. 1618' k 18'X8' POP RIVET TOP AND BOTTOM OF ENRCAr TO END STILE AND PRE- 2- GALVANIZED STEEL STRUT. 5- f 9' X 8' (3 BRACKETS} 16' X 8' (4 BRACKETS) PAINTED STEEL ATTACHED WITH 1/4- X 3/4' 10' X B 4 BRACKETS 18' X B' (7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF MODELSEXCEPTDRILLINGSCREWS. 20GAGEENDSTILES - FASTENED 24 GA. MOD (2 PER VERTICAL 57114 WITHTOG-L-LOCS TO PANEL USE END CAP OVER END STILES. 750 1- 3/8' POLYSTYRENE(SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 do 730. 13GA, GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2- FASTErTERsF s 76'X87. 42 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (10'xa'). ATTACHED WITH 4 FASTENERS' SECTION A —A 20GAGEGALV. STEEL CENTER STILE TATTACHEiS TOG-L-LOC OR POP RIVETS I- 1,5- 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY ANDSPACING. FASTEN TO WOOD JAMBS WITH 5/16' x 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. PS. F. TABLE DOOR SIZE DESIGN PRESSURE TEST PREMSSLWE WIDTH POSITIVE NEGATIVE 9'- 0' 25.5 29.1 q9.A6- 10 -0 BHEMfff 33.0 36.9 16'- 0' 24.3 27.3 18'- 0'+27 3 30.7 USE FOUR FASTENERS ON9X8'.- USE TWO EXTRA SELF DRILL SCREWS THROUG TOP MID BOTTOM LEAF OF HIM USE ONE EXTRA AND END STILE, SELF DRILLING ON 16'X8 AND L.H. SCREW THROUGH 18 X8'. TOP LEAF OF HINGE ON 10'X8'. 9' X 8': 10'X 8' 20GA, END CAP, NO RIVETS. 16' X 8': 16GOL END CAP & RIVETS. 18' X 8': 13GOL END CAP & RIVETS. RAIL END STILES O. 71A DETAILCoPNONAL SSB cum uwm-\K USINGVEERS MIL A" 10 SRILl15 - 3' ISGA WIDE SEE DUAL A) LOM aPnoN4 SEE DETAIL Sr16LE CAR) opnoNAL SEE DUAL C- 4' X IIr AR VEERS TOT REO D. WIN. MM. AL OPEN AREA) OPTKWL OPTIONAL S56 CLASS NOiE. ALL NONN HOWN TO BE x sFASTENERSL Rr 1/4X 1/Y LONG HEX HEAD SHEET METAL SCREWS. q f — 275- —{ 3 ,J/o G 2422 3/5/02 KDD DETAIL A WILLIAM T. ! l , U_rR:1i1^ ' c`: F 2413 1/ 25/02 3' 18GA WIDE STRUT 3' Consulting Structural E gII €er< DOORS SHOWN ONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWTTHSTANDTHEPRESSURESE21372/ 9/% d 1724 6 24 9 i LISTED INTHETABLEABOVE. SBC ASSUMPTKM: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 An,,eison Street/ PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH. EXPOSURE W. C{erTIGTd, FL 347i1. 30' ROOF HEIGHT. ROOF PITCH > 10'. 2' OF DOOR IN END ZONE:. lermv , F C C 1549A 1549047 V ; r ,`'2 ,. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SURi4 r E FOROTHER LOCATIONS. A1449D-8—Db 5 is DOORSSMALLERTHAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE GLAZING DOES t i Sf1iHiSFY IMPACT GIVEN' THE SAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE : 1366 11-01- E.C.N. DATE DEBRIS REQUIREMENTSDE;;INFBCINCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER.REV., 4-X 16- AR VENTS ILK E C" 4) REED. 120 SO. IL MM TOTAL OPEN AREA) oP1KMW.. OPADNIIL SSB GLASS 4'X 16' AR VENTS M. N _ A" CEMMHINGESC0UA16 ALTERIME ooNSIRLON im TRI T-M 15pG ri P.O. BOX 13m I SOR R MAU# H72113LIF, AR 5011 562-1972 vv W 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 10199s—a. 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/14/94 99_B_033 PLOT SCALE DRN. gy1=1 GDR SHEET 3 OF 3