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223 Clydesdale Cir - BR04-000315 - SFRCONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR M 114 Z 1 9 • PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 0 SUBDIVISION PERMIT #6S® !) IS DATE PERMIT DESCRIPTION k Q0 - PERMIT VALUATION ® , SQUARE FOOTAGE d t l cn cn CERTIFICATEi,OF OCCUPANCY / COMPLETION This is to certify that the building located at 223 CLYDESDALE CIR for which permit 04-00000315 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Officialrior to the issuance of said building permit, to wit as - complies with all the building, plumbing, e'lectricaV zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROV DATE BUILDING: FIRE: Finaled -\ - Oy \ Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In I.N _oA (V Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage 3- Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs n{ , Lights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -MECHANIC 01- APPLCTN FEE -PLUMBING 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE RRRP PATH DATE AMOUNT 12/ 15/03 20.00 1/ 08/04 20.00 11/ 13/03 10.00 1/ 12/04 10.00 12/ 04/03 10.00 11/ 13/03 10.00 11/ 13/03 59.21 11/ 13/03 54.00 Yes No APPROVAL PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 223 CLYDESDALE CIR for which permit 04-00000315 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official ri r-to the issuance of said building permit, to wit as complies with all the building, plumbing, el ctrical, oning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/13/03 279.61 11/13/03 17.34 11/13/03 847.00 11/13/03 17.34 11/13/03 1384.00 11/13/03 650.00 11/13/03 1700.00 OWNER BUILDING OF AL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: G 3/17/04 PERMIT #: 04-315 ADDRESS: 223 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: TOM - 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 1 T>5;1JC--T IAngineering Fire N/A Public Works Utilities Zoning Licensing N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ep U = / Uni- wl°3Py5{ CERTIFCATE OF OCCUPANCY, APPOVed3h REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 3/17/04 PERMIT #: 04-315 ADDRESS: 223 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: PHONE #: D R HORTON TOM - 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire ublic Work &/'X/h I Zoning Utilities N/A N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r CERTIFCATE OF OCCUPANCY f REQUEST FOR FINAL INSPECTK moo® SINGLE FAMILY RESIDENCE" rr DATE: 3/17/04 o PERMIT #: 04-315 U jA\y!1 C3A d ADDRESS: 223 CLYDESDALE CIRCLE x a BAKERS CROSSING fir:, Q CONTRACTOR: D R HORTON V, PHONE #: TOM,— 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works 01itilities CONDITI0 Fire El Zoning _ Licensing 1,3 I_1 N/A TO&Feb4PL`fTRD ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 223 CLYDESDALE CIRCLE O.M.B. No. 3067-0077 Expires December 31, 200, For Insurance Company Use: Policy Number Company NAIC Number CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 61, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area,rf necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): H° - ##' - ##.##" or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME I FL3. ORIDTESEMINOLECOUNTY120294SEMINOLE B4. MAPAND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 4117/95 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 611. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/AlA30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in ItemC2. Statethe datum used. If thedatum is different from the datum used for the BFE in Section B, convert the datum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 30. 0 ft.(m) o b) Top of next higher floor 39 , 4ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o -6 o d) Attached garage (top of slab) 29. 5 ft.(m) 1 o e) Lowest elevation of machinery and/orequipment W m servicing the building (Describe in a Comments area) 29.3ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 28.8 ft,(m) Z 2 o g) Highest adjacent (finished) grade (HAG) 29. 3ft.(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME; GALEN K. BELL LICENSE NUMBER4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY ATE 328030DE320E. SOUTH SYKEE T, fTE.180 j A AlORLANDO FL SIGNATURE ' I , / DATE TELEPHONE 324/04 (407) 426 7979 FEMA Form 81-31, January 2003 1 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. 223 CLYDESDALE COURT For Insurance Company Use: Policy Number w, CITY SANFORD STATE ZIP CODE FL 32M SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMAor LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m)—in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform ofmachinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highestadjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and Efor Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and Eare correct to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity offidal completed Section E for abuilding located in ZoneA (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 61, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,. FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CLYDESDALEAPT C'RCLETRACT °Ai_ SO i IF WAY i 164.00' -49 4$,W CENTERLINE OF- - RIGHT-OF-WAY DOFFSWALK S79.49.48nE. W-`2.41' -- e.4 C-- i_ oioAC 1p_ UTILITY EASEMEN IS T 16. p•,_.. 1WALK3OFF CONCRETE DRIVEWA N 17.5' 3 4. N 5.7 N LJ_l COVERED ENTRY N N TWO STORY CONCRETE BLOCK o WOOD FRAME o xa N I'7 O r9 ri RESIDENCE i° FINISH FLOOR N ELEVATION=29.99 NLOT60OO z o LOT 62 W 17.5' 40.0' 17.5' LOT 61 20' ENVIRONMENTAL WALL_ IS . j 2- OFF ________ BRICK WALL 2CERTIFIEDTOANDFORTHE EXCLUSIVE USE OF: N89*35'18"W D.R.H. TITLE COMPANY OF FLORIDA INC. 7S.00 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA SEAN J. COYLE AND ROSEMARIE ERICHSEN „ „ CH MORTGAGE COMPANY, I , LTD. TRACT I NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-19-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND - - ThIE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY THE EASTERLY LINE OF LOT 61 AS BEING S00'42'26"W PER PLAT. FIELD- DATE:) 12-4-03 SCALE: i" = 40 FEET REVISED: APPROVED BY: Si JOB NO. ASM42679 DRAWN BY: FOUNDATION FINAL 3-19-04 CKB PLOT PLAN 09/25/03 SDO LANDSCAPE BUFFER LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 131. 4 EXISTING ELEVATION CONCRETE - LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK. S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK- -PARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO;. FLORIDA 32801 (407) 426-7979 1.. =40' GRAPHIC SCALE 0 20 40 QFND NAIL AND DISCLB #6393 (03/19/04) OSET 1/2- IRON ROD AND CAP LB #6393 (03/19/04)_ CNA CORNER NOT ACCESSIBLE 17 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYORS NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA FORireD3/241cTHE FIRM GALEN K. BE L PSM d42241 I DATE I 10-03-203 9:52AM FROM P.1 ifl CITY OF SANFORD PERMIT APPLICATION Permit # Job AddreSS: Description of Work: Historic District; Zoning: Value of Work: S Aew Vo cq Permit Type: Building Electrical _ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service —# of AIYIPS Addition/Alteration Change OFSetvicc Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Fritergy Calc. Required) Plumbing/ New Commercial: # ofFixtures # of Water & Sewer Linos # ofCras Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: y Construction Type: # of Stories: # of Dwelling Chits: Flood Zone: (FEMA form requited for otbcr than X) Parcel #; Owners Name & Address: 5z'z" Attach Proof of Ownership & Legal Descrip t z e.1i%7 e /t4t Phone:)-Qjp/_ Contractor Name & Address: lya e7 e r is Sttatc LiccnscNumber:__— Phone & Fez: ,', - O-f,dJ u iadtPerson; /, DGNiv/•s - ,Qiv Phane:;9_2 3/ Bonding Company: Address: Mortgage Lcnder: Address. Architect/Bngineer. Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandihatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separatepermitMustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. WN 'S AFF(DAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance. with all appli W)IC,. laws rcruladngconstructionandzoning. WARNING *1'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN VOt))t I'A1'IKG TWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN F[NANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEYBEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other govcmmental entities such as water manugemcnt districts, state agencies, or federal agencies. Acceptance of permit is Yerification that i will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Uwncr/Apenr _Date J— o Sirnaruze oof C o-,ntraacctor/Atell( Dalc Print Uwncr/Agcm's Name Print C:o actor/Agent's Mauro Si .. — a" Sitnarm' c of Notary -State of I lorida Daft Slgnoture o tary•Stalc of lord a'u, c' Rr h.` Bonny G Logan p My Commission DD201551 Owncr/Agcnt is —_J'crsonally Known to Me or Contractor/Agent is-Zlemonaily Known to me cttl d' Ex y ProducedID _ producedID orti Expires 17 2007 APPLICATION APPROV60 BY: Bldq: Initial & Date) Sreciai Conditions: Zoning: I( nrtral & Datc) utilities: FD: Initial & Dute) (Initial & Dare) r CXTy OF SA,NFORD BUZLDiNG DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING 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: 0 a. Foundation plan Indicating Tooter sizes for all bearing walls. Provide stile view details of these footers with reinforcement bar repiacement. 0 b, Floor plan indicating Interior wall partitions and room Identification, room dimensions, doors window, andlor opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) 0 C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. 0 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 where conventionally framed. Plan toIndicatespan, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 0 g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement ofhandrails and guardrails. 0 h. Square footage table showing footagev Garages/Carports y o I S.F. Porch(s)/Entry(s) ,_;_._,__S.F. a Patios) lot .F. Conditioned structure 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: Cl 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 at: 400 W. Airport B1vd,Sanford, FI (407) 665.36.00. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic beaths - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final . 15. Other tDATESIGNATURE By Owner or Authoda Agent) PET Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install t Contract Number PUCHASERS NAME AND ADDRESS Name Addressj r. City/State/ZIp IA, , 3 Phone & Email INSTALLATION ADDRESS; SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount ko First payment due on the Install AnniversaryDate) Any payment deemed.30 days past due will result in the cancellation of this Warranty and Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED; C 5 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 FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONElRSIDEOFTHEAGREEMENTSHALLGOVMNMERELATIONSHIPOFTHEPARTIES. 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 oft a. any new or Increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SePretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandcndItins oftthisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period, After. thefifthyear, and each year this Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) battedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water, underpiertypestructure, or as noted In "Special or Additional Comments". The Customer Agrees to notify Apex of an eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof oor so otherwise Into$ onto, or under' thearea(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroying. InsectInfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph.'.' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W INCLUDINGSTATUTORYWA ES, AND SPECIFICALLY WARRANTIES, EANy IMPLIED W OR IMPLIED; MERCHANTABILITY, FITNESS FORA PARTICULAR PURPOSE, OR W ARRAINTES, OF FURTHER, COMPANY HAS MADE NO AFFIRMATIONWARRANTY OF WORKMANLIKE SERVICE, OFFACTORPROMISERELATINGTOTHEPRODUCTORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORCustomerexpresslywaivesandreleasesanyclaimsinanlawsuitarbitrOTEDTOANEXPRESSWARRANTY, negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, t of Uselegalproceeding ingAgainst pfor compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in event shallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexforthesediminutionof value, economic, n o, service to be performed, SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult it 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 orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. t, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. z. 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 Sentrtcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonshlp(notet Conventional "liquid bawler" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received;- (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises-, and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)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(:) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing, Failure to notify Apex in writing of the events listed above may 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 maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumul'ative, 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 appllcable law as It pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex dlsclalms any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact,, (4)furniture and contents; (5)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 forcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, 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, tosea, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It; designee. The arbltrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators Nvilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndividunl'basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS, Apex at any time on or after 36 (thirty-slx) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentInePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro-Inspection, 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 payablethirty) days of the transfer of the treated Property, to Apex vv(thin Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasotat Arear508SPlumosaSt. 7006 Stapolnt Ct. #G 5314 FaulkenburN MerrittIsland, FL 32952 Winterpark, FL 32792 407.459.2847 407.858.0540 Tampa, FL 33510 800. 929.2847 888.764.2847 813.221-2847 877. 459.2847 5-06-203 7:09AM HRUM CrrV OF SANFORD PERMIT APPLICATION Permit A : Job Addr, Description of Work: t t I . Historic _....DlstrlcC R ZrininValue of Work; S Permit Type: Building,ElccFire Sprinkler/ Alarm Pooitrical'' Mechanical Plumbingr — , Changeof Service Tempor'kry Pole ElecLricil:New Service -#orAMPS 15v ZU`fl Addition/AlterationDuct Layout & Energy Calc. F<rq"r Mech>anlccl: Residential Non-Residential—m Replacement New ` Plumbing) New Cominercial; p of Fixtures p of Wata & Sewer Lines g of Gals I.ines _ Plumbing/New Resldentlai: # of Water Closets ,_ Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type; p of Stories: is of Dwelling Units: Flood -Lone: (FEMA corm required fc•r ohcr tnan tie Pared a: Qwncn Na-t Q: Addrtaa: Contractor Name 6r Address: CULL eke - C Phenc & Fax: Q1= 3 -A lsonding (:nmpsny nddresi: ...-.. Contact Person: Y1, G t k ... Phunc: Ntortgage Lender: Add, Ess: Phonc. Archilcct/Enginecr'. Faa: --- Add"Sti: fy o work Application is hereby mnda to obtain a permit to do ormod tork Indmeet standards) ofsas an laws regulatting Icorutuuction in this tj'urisdicoon,hI undcnunCPr`o o rue issuance of a permit and that all work will be perf permit must be securedforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATER- TA 'KS, and AIR CONDITIONERS, ctu. nWNFR' S AFFtDAV 1T: I eerti(y that all of the foregoing infomurion is accurate and dut all .t" will be done in corrrplunoe &1ch all applicable Liµ> r.•gulrnng conscuction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFN'f MAY RESUL'I I:N YOL`I+. Y.l`!C1 TIVICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCNG, CONSULT WITH YOUR LENDER OK q^; ATTORNEY BEFORE RECORDING YOURNOTICEOfCOMMENCEMENT. N 1 In addition to she requirements of thin pormir. lhtfa rtuy he additional restrictions applicable to this }noperry Owl may be founo in the pu'olr: rc:OJs e! his county, and theftmaybeadditionalpermitsrequiredfmmuthergovc:mmcnul ennha such as water nunogenunt districts, swte ugencie s. or is nc :r; 1Zmc:ci. of 'he re vircmcnrs of Iorida Lbw, F> I I]. Aeceprancc of permit is veriticulion than I will notify the owner ol'the property q Signature of Oµner/ Agent Date.lignaIure of C.onrmctouAgc It Dar< PrintOwner/Agent's Name Print Ctm(rulouAgent s N me Signaturc of Notary- S, air. of Flonda Hate .Cignaturc of N'u I -Slate or FlonJa (l —..Jute unrrsctnr/A'cri is Vrruw9ily KnowT ii htc •n prOduccn it) _.. ...-- i Pei iunpnv KnnwnluM ur wn r/nGax is _.._ PruduCdd 117 ,— _... AN-L. I Allt> N APPROVED Ito ltldg:—_-.....I — lni(4nl4L 1)31u) pco' it C oodiiini-'--,_ In.t -41S. D'J(e) YPLB MarieA. Zettlemoyer Commission ODD221390 Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc. y .> CITY OF SANFORD PERMIT APPLICATION 1 1Permit # : 1 © I ) — Date: Job Address: 7-Z3 ,A PjAcle C( — Z lobCA Description of Work: 1 t k'r-Li Historic District: Zoning: rValueofWork: S Permit Type: Building '= Electrical Mechanical Plumbing \?c Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS" Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) 7 Z Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Walcr Closets 3 Plumbing Repair — Residential or Commercial Occupancy Typo_ Residential' Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Na P.O. BUX bZUU4/ 9-0027 State License Number: Phone & Fax: (407) 36673994 Contact Person: F-APYANTAGE PLUMBING, INC. P.O. BOX 620027 Bonding Company: - v fIE00 rLVRIDA 32762-0027 Address: Wh 366-3994 Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is _hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work wi11 be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL -WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water anagement dis er.,state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements lori a Lien La 3. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name L fHt:ca I r ) 7..', lam' Signature of Notary -State of Florida Date Signature of Notary-S atc of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial d'r Date) Special Conditions: Contractor/Agent is XPcrsonally go v{tI'IAMeorffAuProducedlDAAFFffII'I Y. Notary Public, State of Florida Zoning: Utilities: My Comm, R. Feb. It 2008 pB (initial & Date) (Initial t . 2. DynHtic) 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. v 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 P'G 0378 CLERK'S # 2003200218 RECORDED 11/06/2033 02:07:13 PN RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) 2-2,3 &LyP PALE- c 2 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 ppropperty: Lot(s)'61,, 62, 63, 64 and 65 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records ofSemm6feCounty, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation CERTIFIED COPY Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 MARYANNE MORSE Owner's interest in site ofthe improvements: Fee Simple CLERK OF CIRCUIT COUR1 Fee Simple Title Holder (if other than Owner): SEMINOL COUNTY. FLORIDR Name: Phone #: qVAddress: Fax #: NOV- rjsrrF pl vr- a RK NContractor: D. R. Horton, Inc. Phone #: Fax #: 6 Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713. 13(1)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different dateisspecified): D.R. Horton, nc 0 by: G` r- o- ._ o ert awson, st ant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of cve ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc laware Corporation, on e a o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid fi y ignati E IAL NORICIA COULTONBLIC SPATE OFFLORIDAISSIONNO.DD134330ISSIONiEXP• NLY26,2006 Notary Seal ur ou`u,v c IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75656 BUILDING PERMIT NUMBER: _ (CITY) COUNTY NUMBER: UNIT ADDRESS: _____________________________________ TRAFFIC ZONE: SEC: TWP RNG: PARCELo __....... ... _... ... .... ... _.... .... ... SUBDIVISION: - TRACT: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: j ADDRESS:-[L-`/._( /-----u/_'---_----_---- APPLICANT MAME: ADDRESS,., I Al.-]T) USE ATE[QRY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS N8RTH 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 BUE2.1. 0 O STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) — NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** ~ PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE 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: CITY OF SANFORD BUILDING DEPARTMENT 300 HORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP iEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SIN8LE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION s- Permit # Job Address: Description of Work: Historic District: Zoning: Value of Work: 17) uc-;C ' y Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Post,_. _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporkry Pole. Mechanical,' Residential «"' l Non -Residential Replacement New (Duct Layout & E ergy C4lc Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wef 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 chilies titan X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: ZA Phone: Contractor Name & Address: License A u Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: ArchitecdEngineer: Address: T r Phone: Fax: - Application is hereby made to obtain a pemvt to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 1 certify that all of the foregoing information is accurate and that all work w/ d s n co liance with all applicable: i.w re.N- dating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCElvi NT MAY RESULT n,) YOI n< TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCSU WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. J NOTI : In addition to the requirements of this permit, there may be additional restrictions applicablperty that may befound in the public records ofthiscounty, and there traybe additional permits required from other governmental entitiessuchas meaLdistricts, state agencies, of fcdei nl agencies. Acceptance of permit is verification that I uiII notify the owner of the property the require nts o .,Lien ltvc FS 71 3. ~ JAN 0 r7 1 inA Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Flonda Date Owner/Agent is Produced ID Personal]+ Known to Me or APPLWAI ION APPROVED BY: Bldg: Initial & Date) Zoning: ature of Corinctor/A ent Date OBERT G. DELL0 RUM ri ontracI A nt'S am Signature of No-ry-State of Florida Da e ontractor/Age-.: s vPersonaik Known to Me or Produce" Initial & Date) L,'. ::es. FD: Initial fi Date) (ItrttaD t< S7Cc1 jl l ooditlons: CITY OF SANFORD PERMIT APPLICATION Permit # ` Date: Job Address: l . 1( eiK "c / Description of Work: Via= R. Historic District: Zoning: Value of Work: S let/) 4 d Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor' y Pole . v Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale., Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type, Residential / 1 Commercial Industrial Total Square Footage: bi? Construction Type# of Stories: # of Dwelling Units: Flood Zone: _ (FEMA form required for other than X) Parcel #: (Attach Proofof Ownership & Legal Description) Owners Name & Address: lwtA =- Phone: e Contractor Name & Address;*_&Q M 9). State License Number, 5 Phone & Fax: \ — A ontact Person: l:Ti7171--Q-- Phone! Bonding Company: tl% Address: Mortgage Lender: bls& Address; Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrictioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWN . 'S,AEPIDAVIT; Ieeriify that all ofthe 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 the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and them be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm' is , ti n that ill notify the owner of the property of the requirem f Florida Lien w, FS 713. Signat a of Ownef/Ag Date Sign ure of Contractor/Agent Date 1=>rJI'J n e you s Nartie jPrint C rector/Agent's N ma 4M rSignu PATRI%- COULTON Date Signature of Notary -State of Florida Date f FUBUC STATE OF FLOR1DArumraoNNO. DD13433 OFFIC N A PATRI AAI `COULTON ContraIp 910le r P uce MY CO APPLICATION APPROVED BY: Bldg E.LQ-Z1 --dam Zoning: Utilities: (Initial Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: D. R. HORTON HOMES j SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # , -1p1 SUBDIVISION: BAKERS CROSSING ADDRESS a,'" BUILDING APPLICATION POWER OF ATTORNEY Z SETS OF SEALED PLANS v1 2 PLOT PLANS 3'SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT V/ ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Sri U&GtJle,t J D CD Limited Power Of Attorney I hearby name and appoint: Craig Couiton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinc Dept. of: . I'"c1 17.p GaY)I5r, For a residential permit for work to be performed at: Lot # : Address: Subdivision C_ And to sign my name and do all things that are necessary to this appointment. C Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing InstrurpentIwas acknowledged before me this: Date: icy 1 ii - —By: Richard B. Ladd( Contractor) Who Is personally known o me. State of FI County of OratLI t Public Si rature E RCI= COULTONPATRI Y PUBLIDAMMISS0MMIS,2006 Notary Seal CITY OF SANFOR P.O. Box 2847 SANFORD, FL 32772 PHONE ti (407) 330-5630 APPLICATION FOR UTILITY SERVICE AC:(:UUNT (FULL NAME) N AM)`,, SEIZVICII MA1L,1N(i TURN ON FAX 11 (407) 328-7367 1, 0- ZIP _ DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCEoUJr%p, // er& COMMERCIAL SOCIAL 1 + SECURITY# HOME# OWNER OF PROPERTY DR. 4 ('A r, -r-„. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. WHEN TRANSFERRING -MY DEPOSIT TO ANOTHER SERVICE ADDRALLOUTSTANhIM(--' ruAdr__c+ DATE DO 0 WRITE 6ELOW THIS LINE DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL CUSTOMER## LOCATION# LAST BILE READ THIS READ CSR DATE F PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 61, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 61 CONTAINS 9815 SOUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET f TOTAL CONCRETE 608 SO. FT, f TOTAL SOD 7100 SO. FT, t APT-- CLYDERDALE FCAIRCLE S0' RIGI OF Wry 16 N 49'48"ly CENTERLINE OF RIGHT-OF-WAY LOT 60 PREPARED FOR: DR HORTON BUILDING SETBACKS FRON T: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. S7974948F EUTILITYEAsEMEV 4 I Fv 5.7' ri a i LV 1 1 40.00' D o n^ MRODDEEL EEven I Q I z i TI4IS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF TFIE 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 61 AS BEING SOO'42'26"W PER PLAT, FIELD DATE:) REVISED: SCALE: 1" = 40 FEET APPROVED BY: SJ JOB NO, ASM42679 DRAWN BY: DRiVE`c 1 - 17.5' 40.0 I ATI I LOT 61 DRAINAGE TYPE B I o 772.41' G LOT 62 1" -40' GRAPHIC SCALE 0 20 - 40 20- ENVIRONMENTAL CONTROL EASEMEN PLANS REVIEWEDCITYOFSANFORDN818"W 75.00' TRACT "I" LANDSCAPE BUFFER LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGI4T OF WAY LINE POL PCCXX %X PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW ORPb CONCRETE A L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTpl PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALL) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RPS/W SIDEWALK RCPCONCRETEPADCSPBPLATBOOKCPGSPAGESR/yW 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 RADIUSCONCRETE SLAB CI4ORD LENGTH RIGHT-OF-WAY 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. TELLO JR. 32801 (407) 426-7979 z ORM_ A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 Builder: DR HORTON Address: 9,0 3 C- sact-i -e C e Permitting Office: City, State: WDI:> 'P,,, ") Permit Number: Owner: 25. ii?-1 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: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 2872 112 c. N/A T Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBhvbr , c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) R _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 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, 876.0 ft- EF: 0,86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft= d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft- _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Goss ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Rat: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:S. DATE: _ 05.02 I hereby certify that this building, as designed, is in ompliance with the Flori(Jp Energy Cqde. 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 OFFICIA PLANS RFCV DATE: !:TY-OF EnergyGauge@ (Version: FLRCSB v3.2) FORM 0OA-2001r SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 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 Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 f FORM POOA-2001I' SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: , , , PERMIT #: l BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System - Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTIA DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM POOA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 v FORM Pi00A-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 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 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 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGauge°" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 J, FORM Pi00A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 23683 4868 10256 38807 18544 4898 10495 33937 PASS EnergyGauge' rm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 r e ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number ofunits, if multi -family 4. Number ofBedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear -double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int. Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family - a. Central Unit 1 _ 4 b. N/A No 2872 ft2 c. N/A 319.0 ft2 - 13. Heating systems 0.0 ft2 , a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0ft' _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft= R=11.0, 785.0 ft' _ b. N/A R=11.0, 622.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 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 features. Builder Signature: ( 4 . ' - Date: %-30)05 Address ofNew Home: cX . `' City/FL Zip: S K `.- 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 EPA/DOE EnergyStarr"rdesignation), your home may qualify 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. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) Cap: 60.0 kBtu/hr _ SEER:12.05 _ Cap: 60.0 kBtu/hr _ HSPF:8.25 _ Cap: 50.0 gallons EF: 0.86 PT, _ FORM f00A-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 cMVsq.fL window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Wails 606. 1.ABC. 1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA.22 nTHFR PRRSCRIPTIVF IMFOSI IRFC fmncf ha mat nr avrraaAaA hu nil rn&WA ft^aa \ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612A Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required, Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. WAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House REVISED , DEL AIR HEATINGAIR CONDITIONINGR Job: 2879 MODEL RE 10-3.97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2M Project Information For. DR HORTON Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 2872 2872 Volume (fr) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 40600 Btuh Latent cooling 17400 Btuh Total cooling 58000 Btuh Actual cooling fan 1933 drn Cooling air flow factor 0.054 cfm/Btuh Load sensible heat ratio 82 % Bold/ftallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvriogH1tSC>ft R19"uite R"deMia1- 5.0.64 RSR26015 2002-Feb28 13:29:06AMKE:tFlles\dd d.\2879t2879REVD..r Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 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 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x 269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent, x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads - 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent - 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr jghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:08 A4LA E:\Files\drtrorW1\2879\2879REVD.. page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.8206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM 1mis1 SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH 4-11 "11twA il,`11 b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 Wi1giltSGl Right -Suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhononX2879\2879REVD.rsr Page 1 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 H m e VVrlghtSG?ft Right -Suite Residential^' 5.0.64 RSR26015 2002-Feb28 13:29:06 E:\FUestddvrton\2879\2879REVD.rsr page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10.3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: 7th Ea. 1 Name of room Entire House LIV/DIWFOY LAUNDRY RM WIC 2 Length of exposed wail 314.5 ft 61.5 ft 11.0 ft 19.0 It 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 it 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ftj heaVaool 8.0 ft heat/cool 8.0 ft heat1cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO, Htg I Cig its Htg I Cig ft) Htg CI9 its Htg Cig Fftg Cig 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 a« e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37A 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0- 0 0 d 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling ENV 0.0 0 0 0- 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horn 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 b 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 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.61 8.6 355 9454 30391 91 2424 779 18 479 154 0 0 0 13 Subtotalloss=6+8..+11+12 37246 8592 1184 fm Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 106A 3725 100/ 859 100/ 118 10 9A 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100A 3234 100/ 605 100/ 107 101y 26 19 Total RSH gain--(17+18)"PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 201 Air required (cfm) 0 1933 0 362 0 64 01 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. s Ws 7ghit50ft RigM-Sulte Residentialm 5.0.64 RSR26015 2002-Feb-28 13:29:06 4GG1 E:tFdes\drhortonl2879\2879REVD.rsr page 1 r RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32748.8206 Phone: (407) 831-2665 MANUAL J: rm to. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 It 11.0 It 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 It 6.0 x 5.0 It 4 Ceiings Condit Option 8.0 ft heat/cool 8.0 It heat/cool 8.0 ftj heaV000l 8.0 ft heal/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg M Htg Cig it') mg I Cig ft) Htg Cig Htg C19 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windowsand a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0""' 0 0- 0 0 0 0 Heating c 9C 38.7 0 0•"' 0 0- 0 0 0 0 d 0.0 0 0 0 0- 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0- 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling ENV 0.0 0- 0 0 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0- 0 0•"" 0 0"' 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 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 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 penmeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0Isdispl. 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 1 26,61 8.6 16 426 1371 16 4261 137 16 426 1371 0 01 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 014Dudloss10°/ 144 10°/ 149 10° 159 10°/ 0 15 Total loss =13+14 1'W 1643 1753 0 16 Int. gains: People @ 300 0'"" 0 0 0 1 300 0 0 Appl. Q 1200 0 0 0- 0 0- 0 0- 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10Y 103 10 104 100% 138 10 019TotalRSHgain=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 020Airrequired (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-raghtsofi Right -Suite Residerrtial- 5.0.64 RSR26015 2002-Feb-28 13:29:08 E:\Files\drlwrton12879t2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL. J: 7th ha. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.6 ft 28.0 It 11.0 ft 3 Room dimensions 17.0 x 19.0 It 12.0 x 17.0 ft 16.0 x 12.0 It 11.0 x 13.0 It 4 Ceiings Condit Option 8.0 ft heat/cool 8.0 It heaticool 8.0 111 heaticool 8.0 ft I heatl000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (etuh) EXPOSURE NO. Htg I Clg W) Htg Clg ft') Htg I Clg ft2) Ho Clg ft) Htg Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0- 0 0 d 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0- 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Coding ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0•»" 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 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 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 228 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 infiltration a 26.6 8.6 53 1411 4541 10 266 86 151 399 128 0 01 0 13 Subtotalloss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10566109' 154 10% 192 10 *A 5215Totalloss = 13+14 6223 1689 2108 572 16 Int gains: People® 300 4 1200 0 0 0 0 0 0Appl120000112000' 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external coding 0 0 0 0Lesstransfer0000 18 Duct In 10 549 10°/ 231 109' 157 109' 42 19 Total RSH gain=(17+18)•PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 0 138 0 94 0 25 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. i wr7g!"7t5C ft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:061456^ E:\FGe9Wrhorton12879\2879REVD.. Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, Ft. 32746-6206 Phone: (407) 831-2665 MANUAL J: (th t0. 1 Name of room ACTNITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 It 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit- Option 8.0 111 heat/cool heat/cool 8.0 ftheat/cool TYPE OF CS HTM Area Load (Btuh) Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft) Htg Cig 1120 Htg Clg fe) Htg Cig Htg Clg 5 Gross a 14B 4.6 2.1 0 0 Exposed b 12C 2.9 1.9 432 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 5% glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling ENV 0.0 0 0 0'»• 0 0 0 SE/ SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.059 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 Perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.00 0 0 0 0 0 0 0 0 for slab a 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 12 Infiltration a 1 26.61 8.6 90 2397 7701 15 3991 128 15 399 128 13 Subtotal loss=6+8..+11+12 9W2 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 100% 906 100% 151 100A 188 15 Total loss =13+14 9968 1662 2070 16 Int. gains: People 300 0 0 0 0 0 0 AApppl Q1200 0 0 0- 0 0- 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external coding 0 0 0 Less transfer 0 0 0 18 Duct gain 10 872 10q 133 10°/ 167 19 Total RSH gain=(17+18)'PLF 1.00 9590 1.00 1459 1.00 1840 ZO Air required (cfm) 0 521 J. 0 79 01 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wtry9ht5o1F Right - Suite ResiderdialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:TUes% drhortont287912879REVD.rsr Page 4 Y bath duct to roof crop fa^ Must haw a ArAmm deorance of 4 Inches mound the olr honer per the State E.mCy code. All duct has an r=6 Yxubtbn value. duct Df cap r to m zO xt N D W WH C SLAB a M[N ALL I Rating NEI fl r O m 2 1-1 C) r\ ru = Co N, o m Cu OD A o r Z7, m w > z z p w 3 O J O Q mCLJ(n00 9n. MiTek October 2, 2003 MiTek, 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 : I4544572thru I4544594. Total: 23 drawings. Job :DR2879E Builder :D.R. HORTON Location :STANDARD MODEL 2879, ELEVATION E r-ounty : SEMINOLE cuss Engineer :Junaidie Budiman, PE # 45161. dress :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 23 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. t TRUSS INDEX OF JOB DR2879E Trusses induded=23 0,'0R2879E\a.tre" 14544572 1,'\DR2879E\al1a.tre' 14544573 2," \DR2879E\a7a.tre' 1 4544574 3,'\DR2879E\a9a.tre' 14544575 4,' \DR2879E\ag,tre' 1 4544576 5,'1DR2879E\c1.tre' 14544577 6,"\DR2879E\cg.tre' 14544578 7,'9DR2879E\cg2.tre' 14544579 8,"\DR2879E\cgab.tre' 14544580 9,-0R2879E\cs.tre' 14544581 10," \DR2879E\fg.tre' 1 4544582 11,"\DR2879Ey.tre' 14544583 12,'\DR2879E\11.tre' 145"584 13,'1DR2879Ey3.tre' 14544585 14,MR2879E\k.tre' 145"586 15," \DR2879E\kl.tre' 1 4544587 16,'\DR2879E\I.tre' 14544588 17,'1DR2879EU1.tn3' 14544589 18,'\DR2879E\m.tre' 14544590 19,MR2879E\m1.tre' 14544591 20,'\DR2879E\s.tre' 145"592 21,"\DR2879E\s1.tre' 14544593 22,'\DR2&79E\s3.tre' 14544594 i NO. 45161 Ar MATE OF Oio r L March 3, 2003 ATwVAwmw - Dert& dedyn paraaseterm and Rmw No7'S19 oN Tws AND Rzvxm 6' sme sispoRd us& asssrr Deslqn valid low use only with Mifek connectors, Thk design It based only upon parameters shown, and k for on Indtviduol building component to be Insfaited and loaded vertically. Applicability of design parameters and pwoper incorporation of component Is tesponslbWty of building designer - not puss deslgnew. Bracing shown is 1or lateral suppod of Individual web members only. Additional temporary bracing to Insure stability during consiructlon is the responsibility of the erector. Additional petmonent bAscing of the overall structure k the responsibility of the building designer. Fot general guidance iegarding fabrication, qually conhol, storage, delivery, oiectlon and biocing, consult OST-II (Duality Standard, DSI-I9 Tracing Specification, and HII-91 M TE k® Handling tnstallina and Isocing Ilecommende lonavailable Iwom Twuss Plate Institute, $93 D'Onohb DrNe, Madison, Wl $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7Q other. o WEBS J5 a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 - 3 ' ; joint and embed fully. Avoid knots and wane plates/e" from outside edge of o d at joint locations. truss and vertical web. 0 a. o 4, Unless otherwise noted, locate chordsplices at /4 length(' 6' frompanel adjacent oint, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mi7ek/Gang-Nail Jolnt/Plats Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional Mi'leke engineer, 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CUP FORM018,019 OfMRO,AIR0 Job 1russ Iruss I ype ty y r 14544572 DR2879E A ROOF TRUSS 20 1 Job Reference (o tionaU sFebt o Industries, nc. u Feb 27 13:03:57 20OT-P-ag-e-T- 6-0-12 11-7-0 17-1.4 23-2-0 1-0-0 e-0-12 5.8.4 5-" e-0-12 Scale = 1:41.3 4x6 = 4 6,00 FIT 2x4 \\ 2x4 3 5 6 2 1 CT 3x4 = 8 7 30 = 3x4 = Us = 7-IG-13 15-M 23-2-0 7.10-13 7.4-5 7-IG-13 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.01 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2,X 4 SYP No.2D TOP CHORD Sheathed or 4-7-6 oc purlins. BOT CHORD 2 X.4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4;.SYP No.3 REACTIONS (lb/size) 6-1075/0-3-0, 2 =1166/0-4-0 Max Harz 2=167(load case 4) Max Uplift6 = -481 (load case 5), 2=-560(load case 4) FORCES (1b) - First Load Case Only TOP CHORD 1.2=17, 2-3=-1693, 3-4:-1469, 4-5=-1473, 5-6=-1699 BOT CHORD 2-8 =1502, 7.8 =1031, 6-7 =1508 WEBS 3-8=-351, 4-8-529, 4-7=536, 5-7=-357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 6 and 560 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#45110 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert, #6634 WARMNO - verW dee(yrs parameters and PJL4D NOTES1 ON Td'tlll AND JtZVZRS6 SWE BRIT JW USE. Design valid lot use only with MITek connectors. Thk design Is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. ApptaablOy of design parameters and proper Incorporation of component Is tesponslblSty of building designer - not truss designer. Bracing shown It tot lateral support of Individual web members only. Additional temporary Macing to Insure stability dulling construction k the responslblilly of the erector. Additional permanent bratokng of the overall structure k the tesponsNSNlly of the building designer. For general guidance regarding fabrloatlon, quality control storage, delivery, erection and bracing, consult OST-80 Quality Standard, DSO.89 tracing SpeoRlcatlon, and NIB-91 Handling Installlna and Small= Recommendation avoliable from Truss Plate Institute, $83 D'Onoeso Drlve, Madison, WI53719. M iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachaQ other. O WEBScc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O - v ' b joint and embed fully. Avoid knots and wane plates I/a'"from outside edge of o d at joint locations. truss and vertical web.a 4. Unless otherwise noted, locate chords lices length(+ 6" from P, o at /4ce panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plato Placement Chart. FARTHESTTO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional Mitek engineer. 15. Care should be exercised In handling, I® PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORhF018,079 GANG -MAIL ® #"RO.AZR® Job russ Truii TyFe ty y 14544573 DR2879E A11A ROOF TRUSS 1 1 Job Reference to tional) s e r e n ustnes, nc. u Feb 27 13:03:57 700-78-9-61— J2-2-0. 17-4-12 1 23-2-0 1-0-0 6.9.4 6-2.12 1-2-0 5-2-12 5.9-4 Scale = 1:45.9 06 4x6 = 4 5 6.00 12 x43 3x4 3 6 7 2 1 jy d 30 = 11 10 9 8 3x4 = 2x4 11 3x4 = 5x6 = 20 11 5.94 1 11-0-0 112--2-0 17-4-12 23-2-0 5.9.4 6-2-12 1.2.0 5.2-12 5.9.4 Ste onsets - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LU 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TU -0.12 10-11 >999 BCLL 0.0- Rep Stress Incr YES WB 0.41 Horz(TU 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 )04 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1071/0-4.0, 2 =1167/0-4.0 Max Horz 2=161(load case 4) Max Uplift 7 = -474(load case 5), 2=-557(load case 4) FORCES Ub) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11 =1624, 10-11 =1624, 9-10 =1124, 8-9 =1638, 7-8 =1638 WEBS 3-11 =132, 3-10=-579, 4-10-336, 5-9=340, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARN NG - Ver(& des4t% paraawtm and READ MOMS ON TRW AND REVERSE BIDE BEMRE UM, Design valid tot use only with MITek connector*. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verticolly. 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 Insute sloblNty during construction Is the responsibility of the ereclot. Additional permanent bNcing of the overall structure k the responsibility of the building designer. For general guidance tegarding fabrication. quality control storage, delivery. erection and bracing, consull osT-aa CualRy standard, OSB-80 Bracing specification, and HIB-91 Handling Installing and Brocksg Recommendation available from Truss Plate InstBute, 583 D'Onohlo Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION is/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a a"'*For 0 4 x 2 orientation, locate plates I/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. Mirk® y TM PANEL CLIP FORM018,019 Genera[ Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length('- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. IM Mitek Hollings, Inc. Job ruse Truss Type ty y 1 14544574 DR2879E A7A ROOF TRUSS 1 1 Job Reference to floral) sFebt e Industries, nc. uFebage 1-" 3-9.4 1 7-0-0 11-7-0 16-2-0 F 19.4-12 1 23-2-0 1-0-0 3-" 3.2-12 4A-0 4-7-0 3-2-12 3-94 Scale = 1:40.8 Sx8 = 2x4 11 5x8 = 4 5 6 6.00 12 2x4 i2x4 3 7 e 2 3x8 = 11 10 9 Us = 3x4 = 7x8 = 3x4 = 7-0-0 11-7-0 16-2-0 23-2-0 7-0-0 4.7-0 4-7-0 7.0-0 Ste offsets - - - _ _ - - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.17 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.23 10 > 999 BCLL 0.0 - Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 We BCDL 10.0 Code FBC2001 1 at LC LL Min I/defl = 360 Weight: 140 lb LUMBER BRACING TOP CHORD 2 X 4 SYP_No.2D "Except' TOP CHORD Sheathed or 3-0-10 oc purlins. 4-&2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4'SYP No.3 REACTIONS (lb/size) 8 = 214010-4-0, 2 = 2231 /0-4-0 Max Horz 2=119(load case 4) Max Uplift8 = - 1 132(load case 5), 2=-1211(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 -19, 2-3 = -4270, 3-4 = -4038, 4-5 = -4301, 5-6 = -4301, 6-7 = -4038, 7-8 = -4270 BOT CHORD 2-11 = 3802, 10-11 = 3662, 9-10 = 3662, 8-9 = 3802 WEBS 3- 11 =-197, 4-11 =853, 4-10=797, 5-10=-769, 6-10=797, 6-9=853, 7-9=-197 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 1 132 lb uplift at joint 8 and 1211 lb uplift at joint 2. 5) Girder carries hip end with 7.0-0 end setback 6) Special hanger(s) or connectionls required to support concentrated load(s) 603.21b down and 399.41b up at 16-2-0, and 603.21b down and 399.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE( S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase -1.33 Uniform Loads ( plf) Vert: 1- 4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11 =-41.7, 8.9=-20.0 Concentrated Loads IIb) Vert: 11 =- 603.2 9=-603.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WdRNJNO - Ve ft designpannawtars tutd RZAD NOTES ON TSmt AND lt6VERM MDR 119M R I=. Design valid for use only with MiTek connectors. thb design Is based only upon parameters shown, and It for on Individual building component to be installed and loaded vertloaty. Applicability of design parameter 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 lemporary bracing to Insure stability during eondructlon It the responsibility of the wealot. Additional permanent briscing of the overall shucture Is the responslbWty of the building deslgnet. For general guidance tegaiding fobrloatlon, quality control, storage, delivery, erection and bracing, consuit OST-88 Quality Standard, DSt-89 Bracing Specification, and HD-91 ing HandlIndalllnp andtracing Recommendation avatable from Truss Plate Institute, 583 D'Onoitlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. e J2 J3 Ja owner and all other interested parties.. f TOP CHORDS 2. Cut members to bear tightly against eachcza other. o WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h, 3 ,¢ AO joint and embed fully. Avoid knots and wane plates/s" from outside edge of v O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords llces at i/a length(+ 6"from pceC, panel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 P J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA iCB 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. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional Mirk® engineer. 15. Care should be exercised in handling, installationTM PANEL CLIP erection and of trusses. 1993 Mitek Holdings, Inc. - FORM18,019 NYMMAIA®. Job russ Truss ype ty y 14544575 DR2879E A9A ROOF TRUSS 1 1 Job Reference to tional) sFebI e industries, nc. u e age 1-0-0 4-9.4 9-0.0 14-2-0 184-12 23-2-0 1-0-0 44" 4-2-12 5-2-0 4-2-12 4.9.4 Scale = 1:41.1 4x6 = Us = 4 5 8.00 12 2x4 2x4 i 3 8 b 7 2 I 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-0-0 U-2-0 23-2-0i 9.0-0 5-2-0 9.0.0 Plate Offsets : : - LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl - 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc purlins. BOT CHORD 2 r4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4-SYP No.3 REACTIONS (lb/size) 7 =1073/0-4-0, 2-1164/0-4-0 Max Horz 2=138(load case 4) Max Uplift 7=-454(load case 5), 2=-533(load case 4) FORCES (Ib - First Load Case OnlyTOPCHORD1-2-17, 2-3=-1756, 3-4--1422, 4-5=-1280, 5-6=-1422, 6-7=-1756 BOT CHORD 2-9 =1553, 8-9 =1280, 7-8 =1553 WEBS 3-9=-318, 4-9=284, 5-9=-0. 5-8=284, 6-8=-318 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=25ft; 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 454 lb uplift at joint 7 and 533 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.,9451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - V*rW d*xign pwnnwtsrrs and READ NOTES ON nn AND REYERSS S/DE BEFORE U'SC. parr 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 venbally. Applicability of design parameters and proper Incorporation of component is responslbillly of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure slabNBy during construction is the responslbirty of the erector. Additional permanent brbcing of the overall structure is the respon"y of the building designer. For general guidance regarding lobrioatlon, quality control. storage, delivery, election and bracing, consult 087-88 Quality Standard, OSI-89 tracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoftio Drive, Madison, WI53719. 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 the plates to both sides of truss and building designer, erection supervisor, property y securely seat. J2 J3 J4 owner and all other interested parties.. 6I,-' 8 TOP CHORDS 2. Cut members to bear tightly against eachcaa other. O WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , , QjointN and embed fully. Avoid knots and wane plates l/a" from outside edge of o_ d at joint locations. truss and vertical web.a 4, Unless otherwise noted, locate chords lices 14 length('- 6" from P, oce at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 JS P J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. NrIA 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 A; MiTek engineer. 15, Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. 01"3 Mitek Holdings, Inc. FORM018,019 HYMO-A1A(9) Job russ Truss Type ty y 1454457E DR2879E AG HOWE 11 Job Reference Io tiona1) sFebd e Industries, nc. u Feb 27 13:04:00 2003 Page 1 -1-". 5-4-4 9-10-0 143.12 19-M1 120-8-0 r 1-0-0 544 4512 4.5.12 54-4 Scald - 1:31IJ08 = 4 2x4 11 2x4 11 6.00 12 3x4 i 3x4 20 11 3 5 2x4 11 II 1 27 2e II II e2n11LiLZI94117Ig 25 2x4 11 10 2x4 11 2x4 11 9 2x4 11 B 2x4 11263x4 _ 3x4 20 11 7x8 = 2x4 11 2x4 11 1_ 53.4 9-10-0 143-12 19-841 54.4 4-5-12 4-5.12 544 Plate Offsets , :[9:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 8C 0.13 Vert(TL) -0.06 9 > 999 BCLL 0.0' Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/deft = 360 Weight: 131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 )'6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4;SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=893/0-4-0, 6=893/0-4-0 Max Horz 2 =139(load case 4) Max Uplift2=-41911oad case 4, 6--419(load case 5) FORCES (1b) - First Load Case Only TOP CHORD 1-2=39, 2-27=-1359, 3-27=-1277, 3-4=-932, 4-5=-932, 5-28=-1277, 6-28=-1358, 6-7=39 BOT CHORD 2-25 =1138, 10-25 =1138, 9-10 =1138, 8-9 =1138, 8-26 =1138, 6-26 =1138 WEBS 3-10 = 99, 4-9 = 508, 5-8 = 99, 3-9 = -420, 5-9 = -420 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4 Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lbupliftatjoint6. 6) Girder carries hip end with 2-0-0 end setback 7 Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.41b up at 17-8-0, and 15.71b down and 10.41b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase -1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 2-25--20.0, 25.26=-16.7, 6-26=-20.0, 1-27=-74.0, 4-27=-61.7, 4-28=-61.7, 7-28=-74.0 Concentrated Loads (Ib) Vert: 25=-15.7 26--15.7 Junaidie Budiman, Lic. #4511 i1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNINO - Verti;Jjf dits4n pa wwtere and READ NOTES ONTWS AND REVERSE SI IN BEFORE USE. ® Design void for use only with Welt connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblitly of the etectot. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding tobricatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard. DSI.89 Bracing Specification, and HIB-91 Handling Instaitna and bracing Recommendation avatoble from Truss Plate Institute, $83 D'Onofrb Drive. Madison, WI53719. MiTek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 41 13/,. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2w other. O WEBS , J5 Q Place plates on each face of truss at each4*For 4 x 2 orientation, locate i ,; joint and embed fully. Avoid knots and wane plates 1/8` from outside edge of O a ti = at joint locations. truss and vertical web. o a o 4, Unless otherwise noted, locate chord splices at 1/4 length(+ 6'" fromcepanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J JS 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 pksting format rotor to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, 1 e 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 MiTOk engineer. 15. Care should be exercised in handling, PANEL TM cUP erection and installation of trusses. 1993 Mitek Holdings, Inc. _ FORM018A10 oANo-QIAtI OR01 R Job russ Truss Type ty y 14544577DR2879EC1ROOFTRUSS241 Job Reference (options[) s e I e n ustnes, nc.111. Fab 47 13:04:01 2003 Page 1-0-01 5 9 13 11-2-2 16-10.0 1-0-0 5-9-13 5-" 5-744 5x8 i yy/e Scale: 1/4'-1' 6.00 12 2X4 I I a sxe 3 8 2xa II 7 5x8 :r- 3.00 12 2 6 1 20 11 3Xa 5-9-13 11-2-2 16-10-0 5-9-13 5-4-6 5.7.14 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999 BCLL 0.01 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc puffins, except end verticals. BOT CHORD 2 )'-4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Harz 2=602(load case 4) Max Uplift 5=-549(load case 4, 2=-344(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=15, 2.3=-1925, 3-4--1044, 4-5=-1038, 5.6=55 BOT CHORD 2-8=1738, 7-8=1732, 6-7=0 WEBS 3-8=110, 3-7=-749, 4-7=-397, 5-7=1346 NOTES 1) Wind: ASCE 7.98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partialfy;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL =1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASES) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Verjt design paramttera and ROAD NOTE8 ON TWS AND RBMR86 SWE BGFORB vsc. Design valid foi use only with MBek conneclors. Thk design It based only upon parameters shown, and Is foi on Individual building component to be Installed and loaded vertically. Applicability of design paiornsilets and proper Incoipofatlon of component k iesponsibBtty of building designef - not buss designef. Biocing shown k fof lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the desponslbiilly of the erector. AddIllonal peirnonenl bRAcIng of the overall siructuie Is the fesponslblilly of the building designer. For general guidance regoiding fabdlcatlon, quality contiot storage, delivery. efectlon and bfacing, consull OST-88 Quality Standard, OSS-89 Bracing Speeftatlon, and HIS•91 Handling Insm tallinaandBracingRecommendationavailablefioTiussPlate Institute, 583 D'Onohb Drive. Madison, WI53719, M Tek® Symbols PLATE LOCATION AND ORIENTATION t'/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 2: plates I/a" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mirek/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. MiTOk® A,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a- 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CUP 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. FORM018,019 - ® HMRO,AIR(9) o russ Truss Type ty yt 14544578 DR2879E CG HIP 1 1 Job Reference to tional) sFebr e Industries, nit u Feb 27 13:04:02 20OT-Pa-g-e-T-- 3-0-0 1 8-5-15 I 13-10.1 1964-0 e 12o 1.0.0 3-" 5.5-15 54.3 5-5-15 1.0.0 Scale = 1:37.1 NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACED VERT. STUDS IN ACCORDANCEFLATTOPCHORDTOACTASLATERALBRACING. TO STANDARDGABLE END DETAIL. xe - I I 2x4 2x4 5x10 = II 11 II 2x4 5x10 7x8 2x4 11 8.00 12 3 2x4 x 11 4 II 5 I I 8 30 7 2 d 1 3x6 = 12 11 10 9 B 2x4 li US = 8x14 = 3x4 = 2x4 II 3-1-12 8515 13-10-1 19-2-4 20.4-0 3-1.12 54-3 54-3 5.4-3 1-1.12 Ste Offsets : - , : - : , - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.21 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.29 11 >820 BCLL 0.01 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 172 Ib BRACINGFLUMBER2X4SYPNo.2D •Except• TOP CHORD Sheathed or 3-10-11 oc purlins, except end verticals. Except: 3-4'2 X 6 SYP No.2ND, 4-6 2 X 6 SYP No.2ND 2 X 6,SYP SS BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. WEBS 2 X 4 SYP;No.3 *Except* 3-11 2 X 4 SYP No.2D, 4-10 2 X 4 SYP No.2D 6-10 2 X 4 SYP No.2D REACTIONS (lb/size 2-1156/0-8-0, 8 =1035/0-3-0 Max Horz 2 =120(load case 4) Max Uplift2--5360oad case 3, 8=-531(load case 2) FORCES 0b) - First Load Case Only TOP CHORD 1-2=20, 2-3=-1966, 3-4=-3572, 4-5=-3188, 5-6=-3188, 6-7=-734, 7-8=-1025 BOT CHORD 2-12=1734, 11-12-1750, 10-11=3572, 9-10=605, 8-9=0 WEBS 3-12-157, 6-9=-598, 4-11 =-356, 5-10=-454, 3-11 =1882, 4-10=-397, 6-10=2668, 7-9-956 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 536 lb uplift at joint 2 and 531 lb uplift at joint 8. 5) Girder carries hip end with 3-0-0 end setback 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 23.51b down and 15.61b up at 19-4-0, and 70.51b down and 46.71b up at 3.0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-6=-80.2, 6-7=-74.0, 2-12=-20.0, 9-12=-21.7, 8-9=-20.0 Concentrated Loads (lb) Vert: 12=-70.5 9=-23.5 Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. @6634 vefy doWyn pa.mwfirre and mean NOrZS ONTarsAND REVZRSats SMS BE"PE trS& •• WARMNG Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is tot an hdWldual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component is iesponslbIltty of building designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the tesponslbirly of the erector. Additional permanent bibeing of the overall shuctuts is the responsibility of the building designer. For general guidance regarding labrloatlon, quafty control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DBB-89 tracing Specification, and MIIII-91 Handling InstaBlnA and Ilracing Recarnmenclaflon available from Truss Plots institute, 583 D'Onoftlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All O Q For 4 x 2 orientation, locate O plates 1/8" from outside edge of 0trussandverticalweb. 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 LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4. perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. Woke I &I ,Z L ,@ FORM018,019 """"L 0 ff=R0,WR0 General Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job I russ Truss Type ty yrI 14544579 DR2879E CG2 ROOF TRUSS 1 1 Job Reference o tional) s e e n ustrles, nc. Thu Feb 27 13:04:02 2003 Page 1-0-01. 5.9-13 1 11-2-2 16.10-0 1 1-0-0 5-9-13 5-" 5.7-14 8xe 3x4= Scale: 1/4"=1' b vrWe 20 11 I 6.00 72 2x4 11 20 11 20 11 4 2x4 11 II 541, 11 2x4 11 3 6 I I 2x4 I I 2x4 11 2x4 II 2x4 112x4117 a 5x8 ' 3.00 F2 2 2x4 11 1 2x4 11 6 d 2x4 11 3x4 w 1 5.9-13 I 11-2-2 16-10-0 5.9-13 54-6 5.7.14 Plate Offsets e , LOADING (pst SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999 BCLL 0.0' Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2 = 602(load case 4) Max Uplift s--549(load case 4), 2--344(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55 BOT CHORD 2-8 =1738, 7-8 -1732, 6-7 - 0 WEBS 3-8 =110, 3-7 = -749, 4-7 = -397, 5-7 =1346 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 tlWARNINO - VerW doortyn pararrseters and REdO NOTES ONTB7B AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design is based only upon potometers shown, and It tot an Individual building component to be Installed and loaded vertically. AppB¢abllRy of design parameters and ptopet Incorporation of component is tesponslbMty of building designer - not truss deslgnet. Siccing shown is too lateral support of Individual web members only. Additional temporcoy bracing to Insure stability during construction is the tesponslblllty of the etecti Additional permanent briscing of the avataB shuctute is the tesponslbSSy of the building assigner. For general guidance tegotding fabrication, quality control, storage, delivery, etectlon and btacing, consult OST-88 Quality Standard, DSI-89 Bracing Specification, and HIB-91 Handling Installing and Sraclrq Recommendatlon available from Truss Plate Institute, 593 D'Onottb Drove, Madison, WI $3719, '® 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 SEs- 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e 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. Mirk® • I M FORM016,019 ® HMRO-AIN 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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6' from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM 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. OO IM Mitek Holdings, Inc. _ Job I ruse Truss Type ty y 14544580 DR2879E CGAB ROOF TRUSS 1 1 Job Reference to tionaI sFebMiTek nc. u Feb 27 13:04:03 2003 Page 100 5t08 I 11.2-8 16-1G-0 1-0-0 5.10-8 6-" 6.7.8 2x4 11 Scale = 1:53.8 11 20 II 10 2x4 11 9 a.00 52 2xa II a 2x4 11 7 2x4 I I 6 2xa II 5 5xe a 3 2 1 3x4 = 20 19 18 17 16 15 14 13 12 2x4 It 2x4 11 2x4 11 2x4 11 W 1130 = W 11 2x4 11 2x4 11 L 8-6-e 1 16-t0.0 8.6.8 a-" Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 > 999 BCLL 0.01 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 20 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X'4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP-No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 12 = 89/16-10-0. 2 — 210/16-10-0, 13=187/16-10-0, 14=183/16-10-0, 16=183/16-10-0, 17=188/16-10-0, 18 = 191/16-10-0, 19 = 173/16-10-0, 20=242/16-10-0 Max Horz 2 = 597(load case 4) Max Uplift 12=-58(load case 4, 13--1240oad case 4, 14=-139(load case 4), 16 = -1 3411oad case 41, 17=-131(load case 4), 18=-1340oad case 41, 19=-126(load case 4, 20=-165(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=37, 3-4=-39, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9-32, 9-10=24, 10-11 =-9, 10-12=-75 BOT CHORD 2-20-6, 19-20--2, 18-19=-2, 17-18=-2, 16-17=-2, 15-16=-2, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8.14=-150, 7-16=-148, 6-17=-148, 5-18=-150, 4-19--140, 3-20=-184 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 12, 124 lb uplift at joint 13, 139 lb uplift at joint 14, 134 lb uplift at joint 16, 131 lb uplift at joint 17, 134 lb uplift at joint 18, 126 lb uplift at joint 19 and 165 lb uplift at joint 20. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 Q WARMNO - verW design paTamriera and MEAD NOTES ON IWO AND RBVZPSE SIDE BEFORE ES6. Design valid for use only with MITek conneetots. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design patometets and proper Incorporation of component is responsibility of building designer - not truss designer. BtocIng shown is la lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbllity of the erector. Additional permanent biheing of the overall structure k the msponslbBtty of the building designer. For general guidance regarding lobilcation, quality control, stotoge, delivery, erection and bracing, consull QST•88 Quality Standard, DSS•89 tracing Specilleatlan, and HD•91 iTe k Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Ono610 Drive, Madison, WI53719. M Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/44 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Qother. o WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ,; Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of a O a _ 4. at joint locations. truss and vertical web. a O Unless otherwise noted, locate chords lacesp at /4 length(' 6" from06panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Comber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4. to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiT6k® engineer. 16. Care should be exercised in handling, CLIP TM PANEL erection and installation of trusses. O 1993 Mitek Holdings, Inc. - FORM018,019 CIAO-N,aL® A10R01AIN0 306 ruse Truss Type ty y r 14544581 DR2879E CS ROOF TRUSS 1 1 Job Reference (optional) sFebe n ustnes,Inc. I nu Feb Z7 13:04:04 2003 Page 1-00 5911 11-2-0 1480 iF11 1-0-0 5.9.11 s-45 3$0 Us 11 sole = 1:34.8 4 4x10 s 6.00 12 2x4 d 3 I I 2x4 zZ 7 2 3x4 1 3.00 52 2x4 11 B 3x4 2x4 ZZ 7-4-15 144-0 i 7.4-15 7-3-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LIJ 0.08 2-7 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 2.7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a BCDL 10.0 , Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 2 44 SYP No.3 REACTIONS (lb/size) 2 = 775/0-8-0, 8 = 662/0-3-8 Max Horz 2=340(load case 4) Max Uplift 2=-383(load case 4, 8=-3280oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-1736, 3-4--1376, 4.5=76 BOT CHORD 2-7 -1509, 6-7 = 619 WEBS 3-7=-357, 4-7=807, 6-8=-662, 5-6=-78, 4-6=-701 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 328 lb uplift at joint 8. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cart.#6634 O WARMNO - Verb derrtyn parameters and READ NOTES ONTKIS AND REVERSE SIDE BE,F'OR6 USE. Design valid for use only with MlTek connectors. This design k based only upon poiameters shown, and Is tot an Individual building component to be Installed and boded vertically. Applicability of design poiometers and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown It lot lateral support of Individual web members onry. Additional temporary bracing to Insure stability duiing construction Is, the responsibility of the erector. Additional permanent brbcing of the overall shuctum k the fesponsbOty of the building designer. For general guidance regarding tobilcatbn, quality conhol, storage, delivery, erection and bracing, consult OST-at Quality Standard, 039-89 tracing Specification, and HIS-91 Handling Installing and tracing Recommendation available from buss Plate Institute, $83 D'Onohlo Dilve, Madison. W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions 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 eachcaC3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of V o a _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/4 length(+ b" fromceC, Cf.o at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Ji JS J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. 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 ff. spacing, or less, if no ceiling is installed, le 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. 14. Do not cut or alter truss member or plate without prior approval of a professional 1tMiT6k® engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL OO 1993 Mitek Holdings, Inc. CLIP Foanwis,oiv G'^14f ® N>rDAO,A/A o r r russ Truss Type ty DR2879E FG ROOF TRUSS 1 2 14544582 Job Reference to floral) sFebt e n ustnes, 5C. u Febage I 3 a7 I 7 3 8 i 10-M F 12-9-6 165.7 20-" 3-9-7 3-6-15 35.16 2-0-1 3-8-1 3-11.9 Scale = 1:34.3 2x4 II 3x4 = 7xe = 3x10 = 3x4 = 3x4 = 4x6 = 1 2 3 4 5 6 7 Li 13 12 0 1 9 3x6 = 3A = 3x10 = 7xe = 5x6 = 3x4 = 2x4 II 3-9-7 7-3-6 10-M 10,95 12— 1 *§ 16 7 20-5.0II _ 3-9-7 3-&15 35.10 0-0.5 1-11-11 0-0-6 3-8-1 3-11-9 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.04 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 13 > 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.58 HorzITL) 0.02 8 n/a BCDL 10.0 Code FBC2001 list LC LL Min I/defl = 360 Weight: 271 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. SOT CHORD 2 XN SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 3-13 2 X 4 SYP No.2D, 4-12 2 X 4 SYP No.2D REACTIONS (lb/size) 14=4939/0-3-0, 8 = 3357/0-3-0, 10 = 4402/0-3-0, 11 =8072/0-4-1 (input: 0-3-0) Max Uplift 14--1764(load case 2), 8=-120011oad case 21, 10 = -1 567(load case 2), 11 =-2889(ioad case 2) FORCES ( Ib) - First Load Case Only TOP CHORD 1.14--1842, 1-2=0, 2-3=-4244, 3-4=-3417, 4-5=2213, 5-6=1445, 6-7=-2017, 7-8=-3319 BOT CHORD 13-14-4244, 12-13=3417, 11-12=-2213, 10-11=-1445, 9-10=2017, 8-9=-0 WEBS 2-14=-5233, 2-13--550, 3-13=1035, 3-12=-4159, 4.12=7041, 4-11=-7013, 5-11=-1264, 5-10=-1869, 6- 10=-4257, 6-9=-1313, 7-9=2448 NOTES 1) 2-ply truss to be connected together with 1 Od Comni 148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-6-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120ni h=25ft; 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) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb uplift at joint 8,1567 lb uplift at joint 10 and 2889 lb uplift at joint 11. LOAD CASE(S) Standard 1) Regular: Lumber Increase -1.33, Plate Increase -1.33 Uniform Loads (plf) Vert: 1-7=-1012.0, 8-14=-20.0 0 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 A WARNItrG - V#rW dssign pararrWore and ;RaAD NOTES ON THISAND R9VXR= saga BEFORE EM- •. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed and boded vertloaty. Applicability of design parameter and proper Incorporation of component is tesponslbIMy of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web member only. Additional temporary bracing to insure stability during construction b the responslbliliy of the erector, Additional permanent brbrcing of the overall structure is the responaBNNty of the buldkp designer. For general guldonce regarding tobrbatlon, quality control, storage, detvery, erection and bracing, consull OST-88 Quality Standard, 056-89 tracing SpeoRbatlon, and HIB-91 Handling InstaNlna and Bracing Recommendation avaAable from fruits PlateInsillute, b Madison, W Insttlute, 583 D'Ono6Drive, 153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 X plates /e" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 93WI3-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. M Teke AGeneral Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. 0. c. 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 HMRO,A/R.0 Job Truss Truss Type ty Y 14544583 DR2879E J ROOF TRUSS 6 1 Job Reference 10 tionaq sFebt o Industries, nc. u Febage i 1 0 0 7-0-0 3 Scale = 1:20.5 6.00 F12 2 4 20 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 . Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Is REACTIONS (lb/size) 3 = 242/Mechanical, 2 = 418/0-4-0, 4 = 68/Mechanical Max Harz 2=248(load case 5) Max Uplift 3=-260(load case 5, 2--137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2-34, 2-3=88 BOT CHORD 2.4-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; 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 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - Veft design paraunetersr and REM NOTES ON Ta7S AND REVGRM SIDE HEd ORE ASE. ® Design valid rot use only with MiTek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability at design parametet and proper Incorporation of component is responslbUHy of building designer - not (russ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stablilly during construction is the responslbUBy of the erector. Additional permanent bracing of the overall shuctute is the responsibSUy of the building designer. For general guidance regarding tobticatbn, quality control, storage, delivery, erection and bracing, consull OST•88 Quality Standard, OSI-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Braalw Recommendallon available from Truss Plate Institute, 883 D'Onotrb Drlve, Madison, Wt 53719. Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against eachaa other. a WEBS J5 3. 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 1/8" from outside edge of v o a _ at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at i/4 length(+ 6"fromC, cAlt- panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring 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, Id! 14. Do not cut or alter truss member or plate without prior approval of a professional Mad* ke engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 01993 Mitek Holdings, Inc. CLIP FORM018,019 NYORO,A/R4J Job 14 russ Truss Type ty y 14544584 DR2879E J1 ROOF TRUSS 8 1 Job Reference to tional) SFebr e Industries, nc. u Feb 2 7 113:04:06 20OT-Pa—ge-T- 2X4 11 t-0-0 1 1-e-o a 1 1-0.0 t-eo Scale = 1:7.0 6.00 12 2 i 4 2x4 11 1-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - We M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a BCDL 10.0 . Code FBC2001 1 at LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 XOSYP No.3 REACTIONS (lb/size) 2=143/0-4-0, 4=62/Mechanical Max Horz 2=840oad case 4) Max Uplift2 = -90(load case 4), 4=-46(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17,2-3=0 BOT CHORD 2-4=0 WEBS 3-4=-49 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 2 and 46 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 VerW design parameters and RRAD NOTES ON THIS AND REVZRSi: BIDS BBMRB VSK. ® YARNING Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component is tesponslblkty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tempotory btaoing to Insute stability during consliuctbn is the responslblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. Foi genetol guidance regotding fobtbation, quality conbo6 statage, delivery, erection and btocing, consult OST-ae Quality Standard, DSI-e9 Bracing Specification, and HI111-91 Handling Installing and Bracing Recommendationavotabiehorn Truss Plate Institute. 583 D'Onolb Drive, Madison, Wi 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal 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. ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7other, O Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of V d y o at joint locations. truss and vertical web. 0 O 4. Unless otherwise noted, locate chord splices len + ce w u F at /4 panel th 6" from adjacent oint. 9 (_ 1 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 01993 Mitek Holdings, Inc. CLIP FORM016,019 jfMRO."R® o v I ruse Truss Type ty y 14544585 DR2879E J3 ROOF TRUSS 9 1 Job Reference toptional) s Feb 6 2003 MBTalk Industries, Inc. i nu Feb 2 7 13:04:07 2003 Page 1-0-0 3-0.0 Scale = 1:10.3 6.OD F,2 2 1 4 r ,2r4 — 3-0.0 i 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 2491190 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 1/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical Max Harz 2-1130oad case 5) Max Uplift3=-1050oad case 51, 2=-119(load case 41 FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 - 30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; 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 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 4& WARMNG - Ver{fjf design pannssetwu and READ NO rES ON INIS AND RCVERSN SIDE BEFORE U89. swnr+® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded veniaaly. Applicability of design parameters and proper Incorporation of component Is tesponsbWty of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary biocing to Insure stability during condiuction is the responsibility of the erector. Additional permanent bNclng of the overall structure is the responsbgty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST•88 Quality Standard, DSI-89 Bracing Speclliccibn, and NIB-91 M k and Swaisg Recommeation available from Truss Plate Institute, 683 D'Onofrb Drive, Madison, W 153719. Handling Installing Recommendation iTe Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 *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 g securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2c3 other. r O WEBS , J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 5 , ; ; a: joint and embed fully. Avoid knots and wane plates I /e" from outside edge of o a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at 14 panel length(+ 6" from adjacent joint.) C, 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-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft• spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional 1MiTek® engineer. 15. Care should be exercised in handling, ` PANEL TM CLIP erection and installation of trusses. 1W3 Milek Holdings, Inc. FORM018,019 OWNS-NAi6 #J"p 1.Wp. JobTruss Truss ype ty ya 14544586 DR2879E K ROOF TRUSS 3 1 Job Reference (o tionaq s e t e n ustnes, n,. u e age t 1 5.0.0 1 1-0-0 5.0.0 3 Scale: 3/1 6.00 FIT 2 1 4 2M = 5-0-0 r i 5.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(li n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 VertITL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP Nci BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A, REACTIONS (lb/size) 3 = 165/Mechanical, 2=327/0-4.0, 4 = 48/Mechanical Max Horz 2=18011oad case 5) Max Uplift3 = -1 83(load case 5), 2=-125(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 -34, 2-3 -60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft, TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partial)y-,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOI.=1.33. 2) Refer to girderls) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 QWARNINO - veri deaign paimmeters and REM NOTES ON TIM AND REVERSE SIDE BEFORE Elm. MIN* 0 Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and Is lot an Indlvldual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslbipty of building designer - not puss designer. &acing shown Is to lateral suppod of Individual web membets only. Additional temporory bracing to Insute stability duiing construction k the tesponslblttty of the eiectot. Additional permanent brbcing of the overall shuctuie Is the iesponslbllly of the building designer. Fot general guidance regarding fabticatlon, quallty CtMlrol, doage, delivery, erection and bracing, consult OST-ass Ouallty, standard, Dss-89 Bracing Specification. and HII.91 MiTek® Nandltna Insanataland srackq Ree commndallon avaiafromTruss fTruss Plate Institute, 583 D'Oni DrNi Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 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, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. Q WEBSbc, 3. 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 I/s'"from outside edge of 0 o a at joint locations. truss and vertical web. a o1. 4, Unless otherwise noted, locate chordsplices at r14 length(+ 6' from cspaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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 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, 101' unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with 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® w engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP4 FORM078. 019 Vs l1 1-® H.fI/i01%R® o s 4 1 russ Truss Type Oty y 14544587 DR2879E K1 ROOF TRUSS 1 1 Job Reference to tional) FL, TIM 5.000 s Feb 6 20uj mdI eK Inaustnes, 1 nu e age f 5-0-0 5-0-0 2 Scale = 1:15.7 6.00 Fi2 1 3 2x4 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCOL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1-224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1-16911oad case 5) Max Uplift =-73(load case 5), 2=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 - 66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h - 25ft; 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 73 lb uplift at joint 1 and 185 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 4&WARMNG - Ver(& dseipn param+ttm and READ NOTES ON THIS AND REVERSE SWIG BEFORE I =. w ss Design valid for use only with MiTek Connectors. this design Is based only upon parameters shown, and Is to an IndMdual building component to be Installed and loaded vertically. AppNaablify of design parameters and proper Incorporation of component Is tesponsibBRy of building designer - not Russ designer. Bracing shown Is foi ialetal support of Individual web members only. Additional temporary bracing to Insure stability durkig condfuction Is the responsibility of the erector. Additional ingnalpetmonentbi4cof the overo5 shucture k the iesponsDSBid y ofthebuildingdeslgnei. For general guidance iegoiding tobilcaflon, quay control stooge, detveiy, erectlon and biocIng, consull CST-88 Quality Standard. OSI.89 tracing Specification, and Hit-91 HandBiW InstaRlna and BracingRecommendallon available liom Truss Plate Institute.60 D'Onotib Dilve, Madison, WI637M MiTek® Symbols PLATE LOCATION AND ORIENTATION 1=/16 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 v plates/s" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Miiek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 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 M iT6, ke MYDRO,II/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. as 4. Unless otherwise noted, locate chord splices o at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'If no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. OO IM Mitek Holdings, Inc. o , a 1 russ Truss Type ty y 14544588 DR2879E L ROOF TRUSS 3 1 Job Reference (o tional) ACCU-51RA 1, , s e r e n ustnes, nc. u e age t 0-0 3-0-0 1-0-0 3-0-0 Scales 1:10.3 6.00 F,2 2 1 4 1 2x4 3.0-0 3.0-0 LOADING 1psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 19.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2 - 1130oad case 5) Max Uplift3=-105(load case 5), 2=-119(load case 4) FORCES (lb1 - First Load Case Only TOP CHORD 1-2 = 34, 2-3 - 30 BOT CHORD 2-4 = 0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; If = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidis Budiman, Lic.#f451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 4&WARMNd - Ver(& design pamrnetm and READ NOTES ON THIS AND RSVZRSE S/DE BE!'ORE USE. mass® Design vaild toy use only with MlTek connectors. This design k based only upon parameters shown, and k for an individual building component to be Installed and boded verhoasy. App400blIlty of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btbckng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabylcatlan quality control, storage. delivery. erection and bracing, consult OST-„ Quality standard, DSB-59 Bracing Speclflcatlon, and HIR-91 Handling Instaluna and Brocirm Recommendation available from Truss Plate Institute. 593 D'Onoeb Drive, Madison, Wl53719. 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 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of a truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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 40,00 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'@ fie® 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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CUP 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, 16. Care should be exercised in handling, - erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 ® ffMR0,WR.(9) Job c russ russ ype ty y 14544589 DR2879E L1 ROOF TRUSS 1 1 Job Reference (o tonaqIsFebrenustrlas, noi Feb 2 7 13:04:09 2003-Pa-g-e-T- 3-" 3-0-0 Scale = 1:10.3 6.00 F12 1 3 3-04) i 3-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1at LC LL Min I/dell = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical Max Horz 1=102(load case 6) Max Uplift =-40(load case 5). 2=-110(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 39 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h - 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 4&WARNING - Vim& designs paransetern and READ N07Z8 ONTMS AND REVERS9 BIDE BEFORB f1=- Wr+ Design valid tot use only with Mi connection. This design is based only upon potometsrs shown. and is tot an Individual building component to be Installed and boded vertically. Applicability of design patometets and proper Incotpotatlon of component is tesponsdbWty, of building designer - not buss design*#. &acing shown is to laWal suppod of Individual web members only. Additional temporary braclp to Insure stability during conshuctbn is the responsibility of the erectar. Addsbrwt permanent t boing of the overal shuctute is the respons8>Igty of the buNtllrg designer. Fot general guidance tegoiding fabrication, qualty control, stooge, delivery, erection and biacdng, consulf OST-88 Quality Standard. DSI.89 1racing Specification. and HIN-91 Handling Installlna and Im rbckng8ecommondatlonavallobleteaTtussPlats Institute, $83 D'Onohb Drlve, Madison, W163719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 131. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates I/s" from outside edge of a0trussandverticalweb. H 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 Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. Genera! 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I /4 panel length(+ b" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 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. Mftke C7 TMll PANEL CLIP FORM018,019 HMRO,A/R.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, erection and installation of trusses. 01993 Mtek Holdings, Inc. o i rTruss runs ype ty y 14544590 DR2879E M ROOF TRUSS 11 1 Job Reference to tional) s e I e n ustnes, nC. u e age 3 100 t-00Is 1 0-0 1-0.0 Scale = 1:5.9 6.00 12 2 Nil 1-0.0 2x4 = 1-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a MII20 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) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-11 /Mechanical, 2=173/0-4-0, 4 =10/Mechanical Max Horz 2=60(load case 4) Max Uplift3=-27(load case 5), 2=-127(load case 4) Max Grav 3=26(load case 4, 2=1730oad case 1), 4=10(load case 1) FORCES 0b1 - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.M451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 tl WARNING - VerM design parameters and READ NOTES oNTBi8 AND Rzvmw BIDE' BEFORE use. Design valid for use only with MRek connectors. This design is based only upon pawmeters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responslbli of building deslgnet - not huss designer. Siccing shown is fat btetal suppod of Individual web membets only. Additional tempofory Wooing to Insure stability during condiuction is the tesponsibNlty of the erects. Additional permanent brbctng of the ovetall shucture is the lesponsibllty of the building designer. Fot general guidance tegatding iabrbatbn, quality conitoL stotage, delivery, efection and Wooing, consufi OST-BB Quality Standard, DSI-89 Bracing Specification, and HIS-91 MiTek® HandlingnaInstallland Bfaaksg Recommendation ovollobie from Rb Dun ateInstitute, 5a3 D'OnohDrlve, Madison, WI53719. 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. T 0 Q O For 4 x 2 orientation, locate plates 1/6" from outside edge of otrussandverticalweb. 10 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-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 401 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® I &I 'Z® FORM019,019 MANG-MAIL ® 11 MMO-AIR® General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shalt 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. o ti r russ Truss Type ty y 14544591 DR2879E M1 ROOF TRUSS 1 1 Job Reference to tionall s e d e Industries, nc. u Feb 27 13:04:10 2003 Page 2 I 1-0-0 8.e0 12 Scale = 1:5.9 1 d 3 20 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Nii TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =45/0-4-0, 2 = 35/Mechanical, 3 =10/Mechanical Max Horz 1=36(load case 51 Max Upliftl =-13(load case 5), 2=-38(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14 BOT CHORD 1-3 = 0 ' NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNlNO - VwJ& design pstrarnecers and RRAD NOTRs ON TMS AND AV VXR= SMa 15EMM I=. Design valid tot use only with Mrtek connectors. This design is based only upon patometen shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponslblNty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabliti during construction is the tesponslblilly of the erectw. Additional permanent bracing of the overall shuclute is the responslibli of the building designer. For general guidance tegatding fabticollon, quality control, storage, delivery. election and bracing, consult 051.88 Quality Standard, OSS-89 Bracng Specification, and NIB-91 Xandsng Installi and Bfoclsg Recommendationavailablehom Truss Plate Institute, 693 D'Onohb DtNe, Madison, Wl63719, MiTek® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * 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. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other, Q o WEBSMC706 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ¢ v `` ; ''o_ joint and embed fully. Avoid knots and wane plates r/8" from outside edge of a at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chords Irces y Pceat /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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, le 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. 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, PANTM erection and installation of trusses. 1" 3 Mitek Holdings, Inc. CLIPELFORM018, 019 MYOIRMWN(9) Job I Truss Truss Type City Ply DR HORTON 2879 "E" ELEV. 14544592 DR2879E S ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2D02 MITek Industries, Inc. Mon Mar 03 11:48:012003 Page 1 1 15-0 i 5-2-5 I 9.10-13 1-5-0 5.2-5 4a7 202 4.24 r12 3A 3 2 72.4 II 8 5 3x4 = 2.4 = 2-5 9-10A3 5.25 4-e-7 LOADING li SPACING 24)-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Inca NO WB 0.38 Horz(TL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) tat LC LL Min Vdefl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 XOYP 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 9-0-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=311/Mechanical, 2--523/0-5-11, 5=429/Mechanical Max Harz2=312(load case 2) Max Uplift4=-308(load case 5), 2=-235(load case 2), 5=-163(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2-35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5.6=0 WEBS 3-7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120ni h=25ft; 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 girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 308 lb uplift at joint 4, 235 lb uplift at joint 2 and 163 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert:1-2---74.0 Trapezoidal Loads (plf) Vert: 2=4.4-to-4=-183.1, 2=0.0-toy=49.5 Junaidie Budiman, Lic. #4511 i1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. /6634 OWARiYINO - Vert& design pamwssili and READ NOTES ONTffi8 AND REVERSE BIDE BEFORE USE. . Design valid for use only wlth MUek connectors.This design Isbased only upon parameters clown, and Isfor an Individual building component to beM! 19 Installed and loaded venicolly. Applicability of design parameters and proper Incorporation of component Is responsli of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stabWly during construction Is the responslblltly of the erector. Additional permanent brbck,g of the overol structure Is the responslbulty of the building designer. For general guidance - regording fabrication, quality conbo6 storage, delivery, election and bracing, consult OST-811 Quality Standard, DSI-89 Bracing Specification, and HIS-91 ingHandtmgInstalland tracing Recommendation ova8able from Truss Plate Institute, 593 D'OnoOb Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION ti/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, t u IV i a For 4 x 2 orientation, locate 0 v plates/e" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. MlTek/Gang-Nail Joint/Plate Placement Chart. 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, wok® " General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. FORM018,019 MYORD'IA R® Job Ir 0 Truss Truss Type ty y 14544593 DR2879E S1 ROOF TRUSS 2 1 Job Reference to tionat) s e t o n ustnet; nc. u Feb 2 1 1;3:04:11 2003 Page 2x4 II 1 6-0 1 2-1-7 3 i 1-SO 2-1-7 Scale = 1:6.9 4.24 12 2 4 2x4 11 2-1-7 20 217 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1.7 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,A SYP No.3 REACTIONS (lb/size) 2=134/0-5-11, 4=43/Mechanical Max Horz 2 = 50(1oad case 2) Max Uplift 2 = -99(load case 2), 4=-221load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 -17, 2-3 = 3 BOT CHORD 2-4=0 WEBS 3-4 - -34 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph, h=25ft• TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiaBy;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DEL =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 2 and 22 lb uplift at joint 4. LOAD CASEIS Standard 1) Regular: Lumber Increase -1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-1.2-to-3a-52.3, 2=-0.0-to-4=-14.1 Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 Q,WARMNO - VerW deetyss paronwtm and READ NOTES ONTKIS AND REVERSE SIDE BEFORE MO. Design vasd too use Only with Mliek connectors. This design It 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 k responsibility of building designer - not truss designer. Bracing shown Is for latetal support of IndNkfual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualify contoot storage, delivery, erection and bracing, consult QST-ore Quality Standard, DSI-I9 Siccing Specification, and NII.91 Handlina Installina and Ifoclng Recommendation available from Truss Plate Institute, 593 D'Onoab Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 c For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of atrussandverticalweb. 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 Mrfek/Gong-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGenerai 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 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 4010, 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 HMR0 WR@ 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. OO 1993 Mitek Holdings, Inc. 4 Job i Truss Fuss ype ty y 14544594 DR2879E S3 ROOF TRUSS 2 1 i Job Reference to tionaq s e f e Industries, RPM Fab 27 1U:04:12 2003-?-a-g—el-- 4-2-15 1 5 0 4-2.15 1:10.2 4.24 12 2 1 4 2X4 - 4-2.15 4.2-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Verti n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 VertITL) 0.06 1 >366 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horzi -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP li TOP CHORD Sheathed or 4-2-15 oc puffins. BOT CHORD 2 X 4 SYP li BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. w REACTIONS (lb/size) 3=79/Mechanical, 2=224/0-5-11, 4=28/Mechanical Max Harz `2-65(load case 3) Max Uplift3=-8811oad case 51, 2=-124(1oad case 2) FORCES (Ile) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = -30 SOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 88 lb uplift at joint 3 and 124 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-4.4-to-3=-78.5, 2=0.0-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cent. #6634 AwARNAt10 - Verm &*wn pnrarnslm and R&w NOT15S ON THM AND R6VElZ36 SWE SILFORZ USX. Design valid toi use only with li 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 parametersand proper krcoipoiallon of component is responslbllty of building designer - not huts designer. Bracing shown is fol lateral support of indWidual web members only. Additional temporary bracing 10 Insure stabMy duiing construction is the responsiblmy of the erector. Additional permanent b iboing of the overal shuclurs is the lespontlaFAy of the building designer. rwr general guidance regarding tobrication, quality control. storage, delvety, erection and bracing, consult CST -a$ Cuali Standard, OSB-$V $racing speelflcation, and HI$-91 Handling Installlnp and Bracing Recommendation ovalable from Truss Plate Institute, 593 D'Onolio Dili Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A ye„ 0 cr 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 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® O TPA PANEL CLIP FORM016,019 i11 MRQ-Afa® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless 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. et lb—lU—'U 0 I 0 I 7 I VbA F I i i ALL BEARING WALLS TO BE PLACED _j i_ HUS26 PRIOR TO SETTING TRUSSES.. i A is HGUS26-2 WALLS SHOWN ARE TO BE BEARING..A d SPC.HGR CCr F—U r I C TI CE! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS SIGNED APPROVAL: X JOB NUMBER: DR2879E s DATE: 6-28-02 PITCH: LOAD: SHINGLES CCU SPAN CUSTOMER: DR HORTON 6ABRG: H: 12" 407-321-1440 BY: T.H JOB NAME: 2879 "E" ELEV. BLOCK 0 I 0 I c U C o L 19-8-0 TRIM IT FLOOR SYSTEM I wprlirlc:: ALL — BEARING WALLS TO BE PLACED1 J L t PLY HGR, 1 I 1P` C nC E, , REVIEW ALL SPAN DIMENs"S--BRQ WALLS I PRIOR TO SETTING TRUSSES„ d 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSIWALLSSHOWNARETOBEBEARING.. i d 3 PLY .HGR. I SIGNEDl ` — — APPROVAL: x J0I3 NUMBER: DR2879" CCU SPAN CUSTOMER: D.R. HORTON + DATE: 407-321-1440 8Y; T.H JOB NAME: 2879 ELEV. 30 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAGE DESCRIPTION DRAWING 1K /REPORTS SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2 • JINSTALLATION DETAIL W108 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 INDEX 4 INDEX! -' 5'INSTALLATION 1INSTALLATION DETAIL W= SCREWS HORZ. SLIDING. FINWINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 , DETAIL- SOL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020. JFLEX0016 11000 1000 10001500 & 2000 6 INDEX',-. 7 JINSTALLATION DETAIL W/p8 SCREWSMASTERFILENUMBER4 = INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFUM0026 FLEX0018 . ji000,1500 tE 2000 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION PETAL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 d, 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001750 & 2000 11 - INDEX :.-MASTER 12 FIN INSTALLATIONDETAILDESIGNER FIXED WINDOW FILE NUMBER 6 ISLKMG GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000, 1750 & 2000 1600, 1000 3 2000 13 INDEX - ".. 14 - ISUDING GLASS DOOR INSTALLATION WITH #18 SCREWS MASTER fILE NUMBER 6 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500, 1000 & 2000 1000 11600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 if FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES, 1 HMFIN1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JiVMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES jiVMFLG 1100011600 22" ' INDEX"': 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLG MASTER F" NUMSER7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11000 2HMFINTR 12000 1500 24 FLANGE TRIPLE HORIZONTAL. MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICALMULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 28 FBI TWIN HORIZONTAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 V FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HUFLO 2000 30 IFIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANGEVERTICAL MULLION SECTIONS /`DESIGN PRESSURE CAPACITIES 12VMFLG 12000. P LAN 5r. ww'D CITY OF SANFOIRD 3 WTY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAT TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X. 79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST ONE 9Y WOOD CONCRETE OR BUCK by OTHERS 1°SO:,r OPEN/H CAULK BETWEEN WOOD ; r DT>E•.RS BUCK a MAS-Y. OPENING BUSK WIDTH I -vs• 1M CONCP.ETE OR By OTHERS j auL>tNx MAS"Y OPENING SHIM AS REO'D. D By DT'OERS INSTALLATION ANCHOR FLANGE TYPE 1114' MAX, 3/16, DIA TAPCON WINDOW FRAME (SEE NOTES) SHOWN (SEE NOTE 9) JAMS DHE BY WOOD INSTALLATION ANCNDR BUCK BY OTHERS 3/16' DIA. TAPCON SHOWN cSEE NOTE 9) 4 CAULK BEtvEEN { WINDOW FLANGE t WOOD BUCK D 1-1/4• MIN. GLASS (TYP,) 4 fnBEDMENi (SEE No A STUCCO By OTHERS PERIMETER CAULK By 0714CRS GLASS (TYP.) SEE NOTES) WINDOW WONT PERIMCTER CALLK BY OTHERS C CAULK BETWEEN 4 WINDOW FLANGE t WOOD BUCK PERSHEtER SHIM AS REO'D. CAv_K 1/4• 14Ax. BY OTHERS SEE NOTES) WINDOW WIDTH FLANGC TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEENHEADERSECTIONB-8 WOOD KICK 11`G By OTHERS BUCKHEIGHT WINDOW HGT. I FANGE TYPE LK- fv1NDOv FRAK SILL WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR V V I SILL STOOL BY OTHERS V1 ©• Y"' CAULK BETWEEN Y• AJINDOW FLANGE PRECAST SILL otPRECAST 'SILL Br OTHERS t W/VULKEM 116 T ADHESIVE CAULK OR APROvED COL. A. SECTION A —A' i 4 212002 TAPCON LOCATION CHART CALL TIP TO I LOCAT;ONS N H A 1LOCATIONS IN JAM so ;°, TO PST° TOSIZETIP C.0` 022 74 x 26 C.0 LJ 1,J 023 74 x 38 3/5 CD 3.C.O:E I.J.K1 Id:K1 24 7. x SO 3/e 1/. x O D33 lOE 1/a x SD 3/8 Bt.D.E I JJCl IJ K1 03, i v4 x B.CT; I• .C.4.£.F f,J.K G.H I J K T22 111 % A LA. I,J t2J 111 % 38 3/6 B.Ct A -. p tF LJK1 I.I.(.LIT4III % B.C.O A 4.0 O.E:F fAK.L 1 K L M2 120 % 25 w 1 I J.K.L u3 120 X 38 3/8 B.C.0 I A,-z.EAir u 1 I.JJ(,L 4 1 x 6 A:B,C: A3.C.Olf G-m .Jic WAIL 6020 72 x 24 ki w 6030 72 x 36 C.0 H.CDr 1•1 LJ.K.L 6040 7 C.D 3.CAE I,JJ(1 I,JK. 7020 84 % 24 A. I-J 7030 64 x 36 B.C•C. r CA.E I.J.1" LJ K.L 7040 4 4• B.C. E z—FE LJK1 LJ.K.L 0030 96 x 36 B.C.L.: CAE IJAL I.,x.L B.C, E A.B.0 DE.F f,J.K.'. H I K l 9020 103 x 24 a...- J.K,L 9030 103 % 36 B.G.0 B.C,D.E f.J.K.L I.J:K:L ILB:C .EK 10020 120 % 24 Mt BJAL 10030 I 120 36 B:C.* A.B.00 E.r I.J.K.L I.J.K,I 10040 120 X 48 C.C.B.A 3,C0 E: I.J,K,L I,J.K;L NOTES, . 1) S•om AS REO•D. AT EAC-I iNSTA TgN ANCHOR. Lux. ALLOWABLE SMfu STACK TO BE 1/4'. 2) w14DOw FRAME MATMAu Aum-roM A LOY 6063- 3) TAPCON 64STALLATION ANCHOR MUST Be OF SUFFICENT LT.HL TO ACHIEVE Ire(, EMSEDWNT-OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONRED ACRr.IC CAULK BEHIND w1NDOw F6ANG.E AT HEAD B JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WTM VULKEU 116 AOHESWE CAULK OR 0PROV-D EOuAL. H S) USE S41C0)AZED ACRr.:_ GU_K FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT wTNDOw SIZE IS NOT W.EOIN ANCHOR CHART. USE ANCHOR OUANUTY- LISTED WTH NEXT LARGER SIZE.. FOR THE APPROPRIATE DESIGN PRESSURE I-OV. JB7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LOCATION C: BAR' INDICA2 WMERE TAPCON ANCHORS -ARE TO Err ;NSTAI'-:c-DWHEN US04 THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r.OLESAOT DESIGtu.TED FOP TAPCON ANCHOR SHOULD BE FUE0 w-m (a S.REwS OF SUFFfCAEN' LT". TO PROVIDE MIN. 5/8 IN, CUSEDMEi.T IN;0 W00C SUCK. 10) APPLICATfON OF VULKEV 11E A>fESW-_ CAULK AT YR" SILL MUST COMPLY wTM SEALAN- uAM;FACTuPE?'S RECOMW,40AIIONS. . AI) wMERE ww4O0w IS vd7ALLEO m MASCNRY OPCNING WITH A S7RUCTUAL TWO By SUCK. USE /•0 SG.EWSOF SUFFICIENT NOTH TO ACHIEVE 1- 3/d_ MW, EmSEDME'J AT A-L IAS7ALLATION FAc7ENER LOWJONS. W SKATHSMG CALXK BETWEEN BY OTHERS WINDOW FIN i SMEATMING INSTAd.LATMN ANCMOR 89 SCREW STUCCD OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) SEE NOTE 7) 1' MIM. IWO IT WOOD iBEDHENTr— !' BY OTHERS 1/A' MAX, SHIM SPACE S141M AS REO'D SEE NOTES) WINDOW WIDTH TWO By WOOD BY OTHERS SHIM AS REO•D. SEE NOTES) 1/A' MAX. SHIM SPACE CAULK BETWEEN WINDOW FIN L SHEATMING i' Milt En3Ep>,i.NT WTNCOV WIDTH FIN trP£ y ?• O.L. WINDOW FRANC (TYPTI. HEADERI A GLAZING ( TYPj IcSEENOTE » P£RtMiTER WIMIXN / EQUALLY A-ULKBr G_MERS SHEAtHING HEIGHT / SPACE By OTHERS ING 11 ANCHORS FIN TYPE WINDOW WIND()W { (TYP.) FRAME JAM3 STUCCO OR HEIGHT I ,. OR ANCHOR 3 SCREV B SECTION 8— A 68 24O. C. crrPJ FIN TYPE MAX. ( TYPE WINDOW WINDOW FRANC SILL6' MAX. ( TYP' ELEVATION VIE D M EXTERIOR MARBLE SILL STOOL By OTTERS LS+17C."-•` j :r3!'/i + .F A LL++ NOTc-R_. PERIMETER ,v c} r ?, '' ds• 1) SHIM AS REO'0. ADJACENT TO. EACH INSTALLATION ANCHCP. MAX. ALLOWABLE SHIM STACK TO BY OTHERS ? •++' +L16Jr;« : St4Aai: 2) FRAME MATERML: ALUMINUM ALLOY 6063. ACOR104 EX7RuDc'9S3) MSTAL1AT10NANCHOR MUST BE OF SUFFC!EPIT LT", TOA:wfV£ LUN. EMBEDMENT OF T' y+ MO WOOD FRAME MEMBER. iYu7 $ A w ! 7 , s) USE SKXOwZED ACRYLIC CAULK DEMING vr.N00w FIN A' HEAD. SAL k JAMBS. I/X' SHIM /,—•,.._, . ----, S) USE S49ONZED ACRYLIC CAULK FOR PER'W,—TER SEAL AROUND EXTERIOR OF ww00w FRAME. INSTALLATION SPACE NAIL 6) GLASS THICKNESS MAY VARY PER THE REG•JIREMENTS Or ASTME1300 GLASS CHARTS,. ANCHOR f8 SCREW 7) INSTALL INSTALLATION FASTENERS AT 6' MAX, FROM CORtiERS AMD MAX. 24' O.C. DESIGN PRESSURECAPACITY OF INSTALLATIONS. w•:H ANCHOR SPACE AS STATED, 5 70.0 PSF FOR StUC,CO OR ALL AvALABIE SIZES UP TO 73' IT71' mAx. SIDING IT OTHERS SHIM AS REO'D. SEE NOTES) CAULK BETWEEN WINDOv FIN .I I'MUt . REV DESCRIPTION DATE INI t SMEATMING SKATHb( G ExBEDT1ENT TWO BY WOOD FLORIDA EXTRUDERS INTERNATIONALNFO,F BY OTHERS BYOTHERS $AgQj;} pj,Q SECTION A —A TITLE: INSTALLATION DETAIL U/#3 SCREWS unn-7 H. 7717 r.. ... „-. r.r 111 . a 212002 1RE ARED $ IT I: I IuAI1;: I Ci I/ I W I I_CAIE: N. I. S.IDWG,: t LLXUUzb I a APRICATION ENQW" ING. b-C. 270 INTERNATIONAL PKVT.. SUIIE 270_ KA'.-4.6v_ Fta•Y274A Pmat A27 ms-ous EAx 4*7 an-m" SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN L SMCATMING INSTALLATION ANCHOR SO SCREW STUCCO Oft SIDING IY OTMERS r" PERIMETER 1 CAULK. Br OTHERS GLAZING CTIP-) SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK By OTHERS 1' AINifrifh1ENT1 TWO By WOOD By OTHERS 1/4' MAX. SHIM SPACE SKIM AS RECYD. SEE NOTES) FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL By OTHERS 1/4' MAX. CAULK BETWEEN WINDOW WIDTH SKIM SPACE WINDOW FIN t SKEAMING TWO WOOD 8r OTHHERS SKIM AS REO'D. SEE NOTES) GLAZING (7YPJ SEE NOTE 7) WINDOW vIDTH7, O.C. rim TYPE WINDOW j MAX. FRAME JAMB i (TYPI A WINDOW Y SPACEHEIGHT / / / ANCHORS (TYP-) B A 24' O_C. (TYP.) MAX. CTYP.) 6' tLAx.(TYP 1/{' MAX. SHIN SPACE NSTALLATIDN AHICYGR Rs SCREW SHIM AS REO'D. STUCCO OR cSEE NOTES) SIDING IT DINERS CNAjc KTWEEM WINDOW FIN SHEATHING 1 MIN SHCATHCNG ATHINGHERS EMBEDMENT TWOWOODOTyByRS SECTION A -A 1' MIN EMBEDMENT I L SACATHING By OTHERS PERIMETER CAULK BY i,THES NSTALLATION STUCCO OR ANCHOR PS SCREW SIDING BT OTHERS SECTION 8-8 T) SKw AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE Of SUFFICIENT LTN. TO A01" MIN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. A) USE SSXOwZED ACRYLIC CAULK "ND WNDOw FIN AT HEAD. SILL k .w+BS. Vi)LT) S) USE SKICONIZED ACRYLIC CAUL% FOR P£.41uETER SEAL AROUND M X RIOft EXTERIOR OF WINDOW FRAME. vlEw 6) CLASS THICKNESS MAY vwtY PER THE REOwREuENTS OF ASTM E1300 CLASS CHARTS. F.* Rti : t•Ar,,. z,. A ;. J N ''1 7) INSTALL NSTALLCION FATENERS AT 6" MAX, FROM CGRM4CRSJA** AND MAX. 24- O.C. DESIGN PRESSURE. CAPACITY OFINSTALLATIONSw-,A ANCr.7R SPACING AS STATED. IS 70.0 PST A, FOR ALL AVAILA?LE SIZES IA TO L 19" K M 5/8' MAX. RIoA =&V20s MkSIM;. FULL REVI DESCRIPTIONr>oN DATE txi FLORIDA EXTRUDERS ISAANFO D, FIDIIDA .I TnU: INSTALLATION DETA!L I:/ #8 SCREWS HORZ. SLIDING FIN WINDOW x0x CONFIGURATION- SERIES 1000 i DRAWN BY: BB APPROVED BY: DATE:12/17/O1 1SCALE: N. T. S. DWG.: FLEx0029 HLEtA2ED If: ROAICT L AP.ICAT(Dh ClAUCLNNU. INC.. 2S0 1NTERKATIDMAL ^WT. SRITE IIA. MIATOROW. r6DPIIM 32746 INONC A07 so-11345 FAX 40.7 RM-Olbt 12 ONE BY vOGO CONCRETE OR CONCRETE OR CAULK BC1vEEN WOOD —INSTALLATION ANCHOR ONE By OTHER$ MA$OHNRY ' MASONRY OPENING BUCK t MA$'V, OPENING 3/16' DIP. TAPCON BY OTHERS BY OTHERS By OTHERS t B.v. )-tn• PIK ONE By vmo I 'RUCK WIDTH) 1.1toce BLOCK BY OTHERS )/ 4' $MOM D D 1'1/4• HIM. FLANGE TYPE SPACE MAX. CAULK BETWEEN Q EMBEDMENT WINDOW FRAME SMIM AS RMI). WINDOW FLANGE p JAMB (SEC NOTES) L WOOD ftpry 1 INSTALLAf4B+ ANCHOR i 1/4• SHIN 3/16• DIA. TAPCON SPACE MAX. RIG[D vlNn C•LAZING BEAD GLASS (TYP.) STUCCO / SEE NOTES) '---1 WWII O By OTHERS PERIMETER SHIM AS REO'D. SEE NOTES) CAULK BETWEEN Br OtIHfRS 9JL WINDOW FLANGE Wx (BUCK S. WDDD BUCK v WINDOW FLANGE TrPE HEIGHT) EIGHT) WINDOW FRAME PERIMETERHEADERCAULK STUCCO SEE NOTES)ES) IGLASS (TBy OTHERS BY DINERS i S> WINDOW WIDTH) CAULK BCTwEEN - WOOD BUCK 3 SECTIONB-E MAS•V. OPENING RIGID VINYL NOTES. By OTHERS GLAZING BEAD 1) SHIM AS REO"D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE GLAZIAZI SmuSTACK TO .BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LYN. TO ACKIEvE NON. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE CAULK WINDOW FRAME R) USE S"O16ZED ACRYLIC CAULK BEHIND WINDOW FLAWE AT HEAD 61 Br OTHERS SILL J"S SILL MUST BE ATTACHED TO THE Suit"TE WITH wLKEN 116 SOLO tZ CAULK OR APPROVED EOWL 5) USE Sx:ICOwt£DACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTEROR OF WINDOW FLANGE. C 6) IF Ex4CT WINDOW SIZE IS N0T LISTED IN ANCHOR CHART, USE ANCHOR OUANTITYLISTEDvATmNEXTLARGERSIZEFOP. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) CLASS THICKNESS MAY VARY PER THE R£OudtENEMS OF AST" ET300 GLASS CHAIM CAULK BETWEEN C G 8) LETTER DESICNATK)NS ON THE TAPCON LOCATION CHART INDICATE WINDOW FLANGE V WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L PRECAST SILL ExTEROR ELEVATION AS A KEY. v/VuLKEN 116 C CAULK CAST OTHSILL ERSSECTIONA -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR AB OR ESIEDEOI. SHOULD BE FOULED WITH /8 SCREWS OF SUFFICIENT LTH. TO-PROvOE NIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. W.V. 10) APPLICATION OF VULKEM 116 ADN..ESIVE CAULK ATFRAME SILL uuv COMPLY WON SEALANT MAVUFACTUREP.'S RECOuNENDA:ONS. 1 1) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOF IS REO'D. IN A C D EACH JAMB ON THE FOLLOWING SIZES: 'D25• (73 7 62). 'D26' 73 x 71), 56M60Hi (65 x 71). k-S0HH6DM• (71 JL71). PLACE ANCHOR BETWEEN ANCHORS - C AND i AND BETWEEN ANCHORS 'M E / OZ NANO J' % DO 55 PSF ONLY. 12) WHERE OVER IS WALLED IN MASONR" OPENING W17n A STRIKTUti kH TWO BrWODD1-3/ - MON USE 30 SCREWS OF'SUFFICIENT LENGTH TO W H r— ACHif+E 1-3/8 MIN, fM4E0NfxT AT Aa INSTALLATION FASTENER G / ' LOCATIONS. ON SIZES NOTEO ON NOTE III ADD A 110 SCREW ANCHOR'70 EACH JAMB FOR NOTED DESIGN PRESSURES. A~' ELEVATION VIEW D FROM ExTE 91 - - - J. DqA AC rLRW NAM,F. P.Arn 6i- P•O6U:T L APPLICATION EN CALL TIP TO LULAt1Vn, IN HtAL) JI.AIKJn IN JAMB PY DOP4 jo0v OPSJ SIZE TIP TO TO TO I TO TOTo Roe55ftF 3.;Pv1 55pu 7 IM2 26 1/ 2 X 26 C C C G M G.nG.n1113 26 t/ i x 38 3/6 C C C G.M G MG.MIh{ 26 1/ 2 x 30 5/8 C C C G.M G.K G,n.1,J 1 K4526 1/2 x 56 1/{ C C C G.M C.M G,MJJ INS 26.1/ 2 x 61 C C C c,H G.MJ.J G MAJ INS 26 1/ 2 x 72 C C C G,M G+V.J GMIJ 22 37 s H 23 37 x 38 3/9 C C C G.M G. G.. 24 37 x 50 5/6 C C C G,M G -JJ c ..IJ 245 37 x 56 114 C C C C C." G,M G- MJ.J G.Ma.J c !'J 25 26 37 x 63 37 It 72 C C C CC cJ+ J.J G,MJ.J G' JJ E F,G. MJ.J x 26 33 53+1/ 6,Ill 1 33 3/3 C B,C e.0 G." GJI GM.IJ 34 53 1/ 2 x 50 5/6 C B.0 3'C GJe C.MJJ GJ+AJ 345 53 i/ 6 x 56 1/4 C B:C 0 GJ+,IJ c,MJJ E FJJ .G • 35 53 1/3 x 63 C B.0 e.0 G.MJ.JG.nJJ E F N. M.I,J 36 24 144 x 7 C B.0 e.0 G,M,IJ EF,GJI.IJ E.F.G.naJ 2 023 74 X 303/B B.0 B.0 I A.9.C.D GJH G.KJJ c • 3., D24 x 50 5/ 3 B.0 B.0 A,e.C.D G.MJJ OWL EFc,MJJ 0245 74 X 56 1/4 B.0 B.0 A.?.C.OG.MJJ E.F,GAU E.F -.HJJ D25 74 x 63 B.0 B.0 A,B.C.D OJ+JJ EF,GJH.0 Ei.G.MJJ' 74 x72 B. 0 e.0 I A 9.s,0 G.MJJ E.F.c.MJJ E.F.G.KJJ• Ou 24 x 24 I 20y30M 24 x 36CCCGJIG.M G." 2011140161 24 X 48 C C C C.M Gm GJ( 20W46M 24 x 54 C C C amG,M G.MJJ 20MMU 2s x 60 C C C G.M O,M G H.04 x 72C C C Gr. G.H.0 IJ 30AR0u 6x 24 J1 n 1 3Ou30u 36 x 36 G C C G.M G.M G.M 3OW40M 36 x 48 C C C G.M G,HJJ G.HJJ 3OW46M 36 x 54 C C C G." G,HJJ GJVJ JOHHSOM 36 x 60 C C C G,n G•MJJ G.MJJ 30u60m 36 x 72 C C C G,MJJ GJ1JJ EF.G.Ma.J U.N V. 40M30M 48 x 36 C C I 9.0 G,M G.M G.MJJ 40MOM 48 X 48 C C e.0 G." G MJJ GJW,J 401,446M 46 X S4C C I B.0 G,M c,MJ.J GJIJ.J 4OW50M 48 x 60 C C B.0 GJ'JJ c,MJJ E,F,G.MJJ 40y60M 48 x 72 C C 9.0 G KaJ E. G.MJ.J 1,F K I 4 M s6u3oM 4 54 x36 C B,C i.t 3.0 J1 GJING21 J1GJIJJ 45M40M S4 X46 C B.0 B.0 0,M G.MJJ G.HJJ 4616"614 54 x 54 C B.0 B.0 G.HJJ 4J41J El.Gl1.0 46MSOM 54 X 60 C B.C. B,C G.HJJ GJUJ Ef.GAUJ 54 x 72 C 0 M I F 1 r. 60 X { G.M G.N G.H SCu30N60 x 36 C as B.0 G." GJI c.MJJ SOM40M 60 X 46 C B.0 e.0 G.M G.MJJ G MJJ UM46M 6C x 54 C B.0 S.0 c.r,JJ G,MJJ fFG.H,LJ SOMSOM 60 x 60 C B.0 B.0 G.MAJ G.MJJ EF.G.M,U M6 500u 60 x 72C ex ea G.Ma.J . E. F.G.M,IJ E-F,C.NJJ SW MI66 x 36 B.0 B.0 3.L C."G.IIG.MJJ meom A-B.0 G,MG,MJJ G.MJJ 56u46M 66 x S 2.= B.0 9.0 : G.MJJ GJUJ E F GJIJJ 55M(SOu 66x 60 E.0 ex A.B.0 : G,M.0 E.F•C.M.IJ E F G.nAJ SISM60v 65 x 72 e C B.0 A?,C _ G H,tJ E.F,GJIJ.J E F,G.N IJ• 4 r-2r- a H n M 60M30y 72 X 36 ex B,C A 9.0 : G.H c,M r.HJJ 6DM4ou 72 x48 B.0 O C A>+.0 GJ+ G,M,IJ G M,I,J 60u46W 72 x 54 8,C B.0 A.B.0G.M,IJGJIJ,.) E F.Gxu WA153M 72 X 6C S.0 B.0 A.B.0 G,HJJ EF.GJ(JJ 72 x 72 EC BC i 3.C I 6.NIJE.FGMU E,F.0mjxADDI T IONAL AN ..'- GRS RE-'D. SEE NOTE 11 FLORIDA EXTRli DERS I SANFORD, FLORIDA TITLE: INSTALLATISIONDETAIL w/ TAPCONS HORZ. SLIDINE FLANGE wINDQw - SEP.IES iddd wtAw'N BY: BB APPIROVED BY: L2W, JDATE-10/23/ OI SCALE: NYS DWG.: FLEX00=0 H:nG. INC. 25C fNTCRMATIOMAL HhcW7..:LOITE 2N, MEAi-a>V. FL:D. iZ746 P!CJ+E +:7 PoS-OMS to .7' 665.9364 A ONE B7 WOOD DUCK B7 OTHERS CAULK BETWEEN WINDOW rLAJI— - L WOOD BUCK stucco J BY OTHERS ERIMETER CAULK By OTHERS RIGID VINYL GLAZING KAD TYPI CAULK KTvCEN CONCRETE OR V= xxK L OPENIAIG MAS"Y. OPENING rMASONRTBT-OT11EPS BY OTHERS 1 1-t/4• NINe A A EMBEDMENT INSTALLATION ANCHOR SKIN AS RED'D. 1/4• MAX. SEE NOTES) H.V. i-l/•' MIN RUCK WIDTH) fNI¢D1EHr INSTALLATION ANCHOR ONE IT WOOD 3/16' DIA TAPCON D UCK IT OTHERS — St 0 BY HERS SHIM AS REO'D. 11RIGIDVINYLc1/4 V, GLAZING BEAD (SEE MAX, NOTES) 77lJ GLAS TTPxSEE NOES) S —\ Aii O FLANGE TYPE — WINDOW FRAMEJAKB CAULK B£TWCEM vWINDOWFLANGEPERIMETERLWOODBUCKCAULK HY OTHERS V.V. FIGHU ( VINDow WIDTH L Bx CHUCK CAULK BCTWEEN 14EIGHT) WOOD BUCK L CAULK REWEEN WINDOW NAVY. 01PENINC FLANGE L PRECAST SILL BY OTHERS V/ VMKUM O 1A ADHESIVE . 2k SECTION ^— CAULK. APRV'A COL. 1 ti FLANGE TYPE CONCRETE DR PERIMETER WINDOW FRANC MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS A W.W. PRECAST SILL 011 9 BY OTHERS A A S C O SECTION A —A 4t1)SKI AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SNW STACK t0 AT 1D E t9MATERIAL 2) 111DOw FRAME WTERIAIA L• ALUMINUM ALLOY 6083. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE ' INN, EMStDNENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SIICOFRED ACRYLIC CAULK 9EIW.D WINDOW FLANGE AT „EAO p , B JAMBS. SU MUST 9E ATTACHED TO THE SUBSTRA-E WITH B K B O VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 'J4 5) USE SLIGONI2ED ACRYJX CAULK FOR PERIMETER SEAL AROUND W.H. F .r EXTERIOR OF ImW* FLANGE. 6) IF EXACT WINDOW StZ£ IS NOT LISTED I4 ANCHOR CHART, USE A,T ANCHOR OUANTTY LISTED wITH NEXT LARGER SIZE. FOR THE / APPROPRNTE DESIGN PRESSURE REO'D. r 7) GLASS THICKNESS WAY VARY PER THE REOULEMENTS OF ASTM E1300 CLASS CHARTS. !A B) L EM DESLCHATWNS ON THE TAPCON LOCATION CHART INDICATE f jWKRETAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHEI0RIBR 0AWTION AS A KEY. 9) ALL FACTORY APPLIED IDLES NOT DESIGNATED FOR TAPCON AN04OR" SHOULD K. FILLED WITH /6 SCREWS Of SUFFICIENT LTH. ^ FLANGE TYPE WINDOW FRAME FADER GLASS CTYPJ (SEE NOTES) TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAVIS SIZE SIZE" 30Psr TO 40ttsr 41 Y TO 7OPSF 3009 TO 400V d IVTO 7C-V 12 td 1/6 X 25 8 B F.G G 13 I6 I/B X.37 3/6 B B G F,G14 to 1/B % 49 5/6 B 8 iG f,G 145 Ill1/6 X55 1/4 9 B F.G FA 15 is1/3 % 62 8 B F.G - F.G 16 16 t/6 x 7/ 9 B F.GF.GxJ17 19 t x 23 f FG t 1„ 2 25 1/2 X 23 B 11/ 3 25 1/2 x 37 3/8 B B r'GF.G In- 25 1/2 x 49 S/B 9 B FIG FGJ1J 1" 45 23 1/2 x ss l/• B B iF F.Gftj1„5 25 1/2 x 62 B B 7N6 25 1/2 X 71 B B r.GrGJU t„ 7 2'3F.GJJ( F.GJ430 1/2 . 26 K I/2 x 25 9 B s A 301/2 . 33 3/B 29 7/2 X 37 3/6 1/ 2 X 49 5/6 0 8 f 30 +/2 , 50 5/3 30 1/2 36 1/4 29 291/2 x 55 1/4 8 B F.GF.0f.G.r.JF, G,„J 301/2 . 63 30 1/2 , 72 29 1/2 X 62 29 1/2 X 7t. 9 B6 B F,GJurGJ+J 30 " 1 2 . 64 29 In x 67 B B F,GJ.K F.GJ.K 23 36 X 2 36 x 31.5/6 B 9 F.Gf.0 24 A x aF.C.s/e B 99 8F. F. G fG: HJ F. GJ+J 2452536x551/4 34 X 62 F.G,„J FG,rJ 26 36 X 71 9 B F'GJ1JO.EFG,+J 7 36 X 63 B B F.GJJ( F•GfUJ:a 4226 42 . 38 3/8 41 X 25 1 X 37 3/2 8 B ku F.G f.G,HJ42 , 30 1/1 4r x 49 S/8 9 B9 BF.G f, G,11J F.G" f,G.HJ 56 +/. 42 . 63 4/ x 53 1/4 41 X 62 B 9 F,GJLt D,E,rGJ-J 42 : 72 41 X 71 B B rGJ+J Of-FGJ-.J 4 41 X B3 G FK F.G,„JJ.Ksi . 26 43 . 36 3/6 47 X 25 7 X 37 3/6 B BA.CFA A. 0F.G tu F.GJUa . So 5/3 47 X 119 5/4 9 BA.0A.0 rG FG."i F,GlVf. GJ'J 9561/4 46 x 63 47 x 55 1/4 FGw D,E 4^4 49 . 72 7 X 71 g tic r.GJu D'E.FGJ1J 47 x 63 I At 32 52 1/H X 25 B A'CrA G 33 33 1/B x 31 1/B B A.0 FG f Gr.,t 34 52 1/6 X 49 S/B 9 A.0FGlu f,GJ1J345 S2 1/2 X 55 1/4 9 A.0FGiv Di. A'"i 35 52 1/8 X 67 B A.0 FG.K,I O.EjGJtf 36 S2 1/B X 11 B A.0 FGJ1J D.E?G)u 37 IN t/B x 63 9 C fGJJU D.E.FGJJ!J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. TO PROVIDE MN. 5/9 1W EMBEDMENT INTO WOOD IFJCK, 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE MAC IS SHOWN. THIS PIBNTALSOAPPLIESTOTHEFLORIDAEXTRUDERS1500AND2000ELEVATION umsSNGLEMUNOS. 11) W ORE WINDOW IS *WkLEG N MASONRY OPENING WITH A STRuCIUK TWO BY WOOD 9". USE 110 SCREWS OF r SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL MSTALIATOH FASTENER LOCATOMS. s PROOLCT A APPLICATM EWANCCAING, 0C.. 250 FLORIDA EXTRUDER51SAANFORD. FLOIUDA TITLE: INSTALLATION DETAIL " SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L 2000 DRAWN By. BB APPROVED BY: DATe: 10/09/O1,SCALE:NTS DwG.: FLEX0016 rulgN. l PRY- SutE 250. H(AlmWw. rLORID, 32746 PONE 407 W5-MS 1" 407 BCS-0366 i CAULK BETWEEN SHEATHNG WINDOW FIN L BY OTHERS SHEATHING INSTALLATION ANCNOR 8 WOOD SCREW STUCCO BT DiHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING cTYP.) ME NOTES) PERMETER CAULK BY OTHERS INSTM-LA710M ANCHOR 00 WOOD SCREW STUCCO BY OTHERS CAULK BETWEEN WD(DOV FIN I CATHING L SKA74NG BY OTHERS SECTION A -A 1' MIN EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE LUTES) 1/1' MAX. J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRANC SI(ARBLE SILL STOOL By OTHERS TWO BY WOOD BY OTMERS I'MIN. EMBEDMENT WINDOW WIDTH 1/4' MAX SHIN SPACE SHIM AS RED•D. TWO BY WOOD cSEE NOTES) STUD BY OTHERS 1`..., L. I' MIN EnBE>MrNT GLAZING (TYPJ k, S+rts t2 F" # cS££ MOTES) P 1 + SHEATHING BY OTHERS CAULK BETWEEN v T.W IIWIDTH1 I A I B B 24' O.C. MAX. (TYP..) EOUALLY SPACE WINDOW ANCMORS (TYP.) NEIGHT A J-'fi-:AX TYP( TYP.) ELEVATION VIEWED FROM EXTERIOR FIN TYPE WINDOW FINWINDOWFRAMELSHEATHING JAMB PERIMETER INSTALLATION ANCHORCAUL08WOODSCREW BY C:MfRS STUCCO BY GTnCRS SECTION B-B 1)S AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SMm SACK TO BE 1/1'. 2) WINDOW FRAME MATERIAL- AWMNUA ALLOY 6061 - 3) INSTµVATIDM ANCHOR MUST BE OF SUFFICACNT I N. TO ACHIEVE MN. EMBEDMENT. OF I' INTO WOOD BUCK. 4) USE SMICONIZED ACRYLIC CAULK BENNO W"CW FIN AT MEAD, SILL k JAM?S. S) USE SILICON(ZED ACRYUG CALX9 FOR PERIMETER SEAL AROUND EXTERIOR OF WsiDOW FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED "N ANCHOR CHART. USE ANCHOR OVAx'mY WED WITH NEXT LARGER SIZE. 7) GLASS Tm"NESS MAY VARY PER. THE REOUIREmENTS OF ASTM E1300 CLASS CHARTS 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG 6 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRsIOERS ISM AND 2000 SERIES SNC:E HUNG WINDOWS. I I I 1UAlL=IC/IS/Vi IZLALL:N. 1 > )LJWAa.:r LLAVVCO )ni L UT C' enrGrasr t.. --,,T a Loa-12t rwa. rfttt_ It. MO NI— _ fu1Tr ^6 G-'a'nA':r r,MI" 127aL P1G.E 407 MS-0165 'YAX adz WS-03K CONCRETE ORMASONRYOPENING BY OTHERS ONE BY WOOD jLcx aY OTHERS CAULK aETv£EN WINDOWVOCDANGELLDUCK r > < M--L STUCCO BY OTHERS PERIITER CAULK by OTHERS GLASS (TYP) SEE NOTES) Wit VINDOV EIGHT) PERIMETER CAULK by OTHERS a CAULK:rVCCN\ WINOOV FLANGE - t PRECAST Silt V/VMKCM 116 ADHESIVE CAULK OR APRV'D: EOL, INSTALLATION ANCMLR 3/16' CIA. TAPCON CAULK BETWEENwCoDDUCKi MAS-Y. OPENING BY OTHERS GLASS (rYP) _ 1-1/4• MIN. (SEE NOTES) 4 EM.BfDN£NT 1ox; Va'" SHIM As Run. 1/4MAIL SEE NOTfS) FLANGE TYPE WINDOWFRAME . W. W. RIDGED VINYL GLAZING READ B HLh HEIGHT) B RIDGED VINYL GLAZING DEAD W.H. I. W DUCVIDTH) SHIM AS RE0'D. 1/4' Max. SEE NOTES) RIDGED VINYL GLAZING DEAD I-V'. " t. CONCRETE OR j ENtrc+r -sawY OPENING BY OTHERS D INSTALLATION ANCHOR 3/16. DIa TAPCIIN v O ONE 8r WOOD i. BUCKSYOTHERSvFLANGE TYPE -- WINDOW FRANC CAULK aETWEEN WINDOW FLANGE PERL L T£Ki WOODBUCKEAV_ by CT. CRS CAULK aftWEEN WOOD DUCK i W.V. MAvr OPENING WINDOW WIDTH)\- 8Y OTHERS STUCCO BY OTHERS SECTION B— B 24' O. C. TMAX (TIP) FLANGE TYPE WINDOW FRANC - 6' MAX. (TIP.) I L4j ELEVATION VIEWED FROM EXTERIOR V I a PRECAST SILL BY OTMCRS SECTION A - A_. 1) S MASREO'D, AT EACH INSTALLATION AWNOR. MAX. ALLOM'ABLE SHIM STACK TO BE 1/4 : 2) wMDOWFRAMEMATERML: ALLANINW4 ALLOY 6063. 3) 3/16' DIA. TAPCON INSTALLATION ANCHORS MUST B£ OF SUFFICIENT. ITM. TO ACHIEVE INN. EMBEDMENT OF1-1/4' INTO MASONRY OR CONCRETE.. 4) SIU VSE CONIZEDACRYLICCAULK BEHIND wM FLANGE AT HEADAI£ 6: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE w1TM vw(EM 11E ADHESCAULK OR APPROVED EOLUL 5) USE SUCOHBZEDACRYLICCAW( FOR PERIMETER SEAL AROUND EXTERIOR O: WINDOW FLANGE. 6) IF EXACTWINDOWSIZE1SNOTUSTEDINANCHORCHART' USE ANCHOR *jm— USTEO WmM NEXT LARGER SIZE. FOR THE APPROPUTE DESIGN PRESSURE REO'D. 7) GLASS THICKNESSMAYvARYPERTHEREQUIREMENTSOFASTME13DOGLASSCHARTS'. 8) INHERE SPACINGBETWEENTAPCONANCHORSEXCEEDS24IN. D.C. /a SCREwS:OF SUFF"NT LTH. TO PROVIDEUK5/5 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS1000SERIESFIXEDVAN00WISSHOWN. INS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED wIN00wS. ..-. ._ f0) SEE BACKOFINSSHT. FOR INSTL'N ANCHOR REOUIR°-"S. 11) APPLICATION OF w XEM 116 AOMESWE CMJU( AT FRAME SILL MUST COMPLY 1nTH SEALANT MANUFACTURER'S RECOWENGATICNS- 12) WHERE WINDOW6INSTALLEDINMASONRYOPENINGWITH A STRUCTUAL Two BY WOOD BUCK USE /10 SCREwS.OF SUFFCIENT LEMON TO ACHIEVE 1-3/8- MM. EMBEDMENT. 13) WINDOW UNITSCANBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMULLION. SEE MULLION INSTALLATION SHEETSFORRSOUIREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: i NSTALLAT i ON ii=TAIL Y/ ONE BY BUCK FixED.fLANGE vIND3V - SERIES 1000 L 2000 DRAWN BY:B3 APPROVED BY: 2 -fISCALE: NTS DWG.: FLEX00113 SrEEET I PREPARED SY:'PfAVJV 1ECHHALOtr LOIN_ 2SO WYI1NMroo"AL P(NY, SHA1E M.HdATMMOi+. naRoA 31746 NAM 40T SO -OM; FAx 407 SAS-=364 SHEATHING By OTHERS CAULK BETWEEN VINWV FIN i 1SHEATHING INSTALLATION ANCHOR 48 SCREV EXTERIOR FINISH DT OTHERS —\ PERIMETER CAULK - BY OTHERS VTNDOV HEIGHT EXTERIOR PERIMETER CAULK DY OTHERS INSTALLATION ANCHOR —` 48 VOOD SCREV EXTERIOR FINISH DY OTHERS GLAZING tSEE NOTE 6) I' MIN. i2£DMENT VINDOV WIDTH 1/4' MAX. VDOD FRAMING SHIM SPACE BY OTHERS A,F. By OTHERS FRAMING, SHIN Ai REO'D.+r+N FL®RWA B4 , SEE NOTES) W•. SHEATHINGlUlFjkCT'V'JRn',--3r OTHERS V SHIP sp C. A FUE # SEE NOTEII6 _ FIN TYPE VINIOOV FRAME ICAULKBETWEENiI'NIN. WINDOW FIN t SHEATHING EMBEDMENT SHEATHING BY OTHERS SECTION A -A DUCK HEIGHT FIN TYPE WINDCv FRAME SHIN AS REO'D. 1/4' MAX. SEE NOTES) VOOD FRAM114G DUCK BY OTHERS VIP HE EXTERIOR FIN TYPE . VINOOV FRAME A --mI ELEVATION VIEWED FROM EXTERIOR INSTALLATION ANCHOR 43 SCREW CAULK BETWEEN WIMDOV FIN 1 SHEATHING SECTION B-B EXTERIOR FINISHPERIMETER CAULK By OTHERS By OTHERS NOTES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD SWING SHIM. MAX.. ALLOWABLE SHIP STACK TO BE 1/4-. 2). WINDOW FRAME MATEkAL- ALUMINUM ALLOY 6063. 3) INSTAU,ATION ANCHORS MUST BE OF SUFFICIENT L£NGHT TO ACHIEVE MIN. EMBEDMENT OF I - INTO WOOD FRAME. 4) USE SAXONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF W94DOW FRAME. 5) USE SIICONIED ACRYLIC CAULK BENN O WINDOW FIN_ 6) CLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E13DO CLASS CHARTS. SINGLE GLAZING IS SMOAW. INSULATING CLASS ALSO OUAiSIED. 7) FLORIOA EXTP.UIM 2000 SERI_S FIXED PICTUREwINNDOwISSHOWN. THIS PRINT ALSO APPLIES TOTHEFLORIDAEXTRUDERS1S00AND1000SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6' MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF I NSTAUAT10NS. WIT'• ANCHOR SPACING AS STATED. IS 70,0 PSF FOR ALL AwA&ABLE SIZES UP TO 73' x 71' OR 63' x 25' OR 119' x 37-3/B- MAX. 9) WINDOW UNIT CAN BE wlLEO TO OTHER UNITS US:NG ALUMINUM TUBE MULLION. SEE MULLION . 94STALL4TION SHEETS FOR RECIREMENTS. V' RED Ir PRODUCT imp000L00Y CORP.. 250 1 / 13/02 ScAu: N. T. S.Iawc•: FLEX0030 PKWT. S: E 254, LAKE WAY. rtOR04 32746 PHONE 447 M-0365 FAX 407 E05-03" 3 N CAULK BETVEEN VINDOW FLANGE t VOOD HOCK CONCRETE OR HAM-3YtT DPENI14G IT DTHfRi BY OTHERS 11# 1 KRMTER CAULK By OTM£RS WINDOW FRANC HEAD EXTERIOR WINDOW FRANC - SILL PERINCTER CA`'LK IT OTHERS xTERMR FINISH — Br OTHERS CAULK KTV£CN WINDOW FLANGE I. WOOD BLRK CAt" BETWEEN J hAl"Y OPCNING By OTHERS CAULK BETVEEN v000 BUCx t MASONRY OPENING By OTHERS ONE BY WOOD BUCK by OTHERS INSTALLATION ANCHOR 3/16• D:A, TAPCON LJ MIN. Q EAIBLOM. E11i SHIM AS REO'D SEE NOTES) GLAZING (TIP. SEE NOTES) 4 CONCRETE OR HASONRY. BY C.HERS SFCT1ON A -A r1/4' MAX SHIM SPACE INSTALLATION. ANCHOR 2/16' DM TAPCON SMIM AS REO'D. SEE NOTES) 1/4' MAX. SMIM SPACE 1N ))SSHIM AS REO'D A. EACH INS:ALWON ANCHOR wrt. LOAD SENbNG Sexes. MAX. ALLOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAM£ MA.ERM,L: ALUMINUM ALLOY 6063. 3) 3/16• DOA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TOACHIEWEMIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAP, -ON ANCHORS 6- i" CORNERS k 2+- 0..C. MAX. ALL FACTORY APPLIED HOLES NOT OESGNAtED FOR TAPCOra ANCHORS SHOULD 8E FILLED WITH /H SCREWS OF SUFFICIENT U.M. TO PROVIDE MIN. S/B IN. EMBEDMENT INTO WOOD BUCK. A) "t-RE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL Two BY BUCK. USE 110 SCREWS OF SUFFICtr-hT LENGTH T? ACMIEVE 1-3/3. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE 54XCTdi".O ACRrJC CAULK 6E'uND WINDOW FLANGE A- MEAD. SILL JAMBS. 6) USE S"OmaZEO ACRr.IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OFWftDOWFL"E• 7) CLASS THICKNESS MAY VARY PER THE REOUREMW.S OF ASTM E1300 GLASS. CHARTS. SINGLE OWING IS SHOWN. INSULATINC CLASS IS ALSO OUI"ED. B) BUILD DOWN ARW O CURvED PORT" OF WINDOW FRAME TO BE ENGSIEEREO BY OTHERS. BUILD DOWN MUS. BE OF SUFFIECIENT S-RENGTH TO ADEOLIATELY TRANSFER LOAD FROM WINDOW TO THE S'RUCTUR£. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WNDOW SHOWN. THIS PRINT ALSOAPPLIESTOFLORIDAEXTRUDERS1750SERIES6: 20DO SERIES - to) ELEwaomS SHOW COMMON CONrx;LftTONS.IT IS NOT 04TENDEO TO LIMIT USE OFTNK_ PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHE -Et APPLIES TO ALLCONFIGURATIONSTHATCANSEMANUFACTUREDFROMTHE1000. 1750. 6: 2000 SERIES DESIGNER PxEO WINDOW FP.AMWG SYSTEMS. 1t) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATON SHEETS FOR REOUREMENTS. EXTERIOR ELEVATION SHIM AS READ SEE NOTES) vINDOv FRAME JAMB GLAZING (TYP, SEE NOTES) I-1/A• MIN. EMBEDMENT 1/4• MAX -...1 - SHIM SPACE I ONE by WOOD I1 BUCK By GTHERS PERIMETER CAULK IT OTHERS EKTERIOR FINISH J BT OTHERS VINDDV VIDTM INSTALLATICH NrCnCR d 1/16' DTA. TAPCON CAULK BETVEEN VS9 HULK t MA 'T OPENING Hr D:rIERS 1 C 1J11 CAULK KTt'EENjjWINDOWFLANGE t WOOD BUCK CONCRETE OR MASON*V OPENING by OTHERS SECTION B-6 A EXTERIOR ELEVATION wINDOY M E*'T 8 B s.®.• INTERNATIONAL, I`C d 1-1/4' MINr: FLORIDA EXTRli DERS SANFORD. FLORIDA EMBEDMENTN • . ONE By WOOD i 1' TI7LE£LANGE INSTALLATION DETAIL.EDNCF.2TE FADER V/I BY FJCK BUCKHrDTHCRWOODDESIGNERFIXEDWINDOW1000. I?50, t 2000 SERIES DRAWN BY: Be APPROVED BY: DATE: 02/12/42 SCALE: NTS DWG.: FLEX0035 YK.• Raµ..nat N'WBANO'. eM saK•wTn.r RwN_ t54 n tAA,r, faPIM YYM wet O Na-nu /r ,rr C:HOM A ONE 11 BLOCK PT OTHERS CAULK BETWEEN VINC^V FLANGE SHEATHING PLTVODD Cfpj IT CTHERS ExTCRioN rm.m IT OTHERS PERIMETER CAULK IT OTHERS SHIN A: PEO'D SEE NOTES) VINDOV FRAME HEAD INSTALLATOON ANC'HDR to SCREW BUILD DOWN DT OTHERSALSOAPPLES NOTES. To SILL) 1) SH,M AS P.M. AT £AC* INSTALLATION ANCHOR WITH LEAD BEARLNG S,H1M. MAX. ALLOWABLE Srm STACK TO DE 1/4'• 2) VAMDOW FRAME WZ41AL' ALumiNuM ALLOY 6063. r1-3/6' MIN, 3) TAPCON INSTALLATION ANCHiCRS AT SeL hwST BE OF Sur.,CIEHT LTM, TO ACmAEFiEMBEDMENTMIN. EMBEDMENT OF 1-114' INTO MASONRY OR CONCRE::. /10 INSTALLATION SCREWS AT HEAD s JAMBS MUST ?E OF SUFF,CENT LENGTH TO ACHIEVE 1-3/3- MW. EMBEDMENT INTO WOOD FRAMING AND &Ua.^. DOWN WHERE REOUWM INSTALLATION ANCHORS k SCREWS TD BE PLACE3 6 IN. FROM CORNERS dI 2- IN. O.C. MAX. . 4) USE SUCONIZED ACRriC CAULS BENW+D wmO0w f1AHCE AT HEAD. SU h JAMBS. S) USE SI COAKZED ACRTLIC CAULK FOR PERwEI_R SEAL AROUND EXTERIOR OF wPdDDW FLANGE. ill -'.MAX. 5) C}SS THICKNESS MAY VARY PER THE 1COU*EMENTS OF ASTM E1300 CLASS SHIN SPACE CHARTS. SI+CLE GLAZING 15 SHOWN. INSULATING CLASS IS ALSO OUALFIED. 7) BUKO DOWN (ROUND CURVED PORTIOM OF. mmDOW FRAME TO SE ;EHG4W-REO BT OTHERS. &AI.O DOWN MUST BE OF SL07CXWT STRENGTH TO ADEOWTELY TRANSFER LARD FROM WIDOW TO THE STRUCTURE. B) FLORtU EXTRLRIEERS 1000 SERIES OESbCmER wRICOw SHOWN. THS PRINT ALSO APPLIES TO FLORIDA EXTRUOERS 1750 SERIES k 2000 SERIES. I) CL4VATONS SHOW COMMON COMF4URAT10N5. NI K NOT MENDED TO LTA' USE OF TITS PRODUCT TO THESE TWO CWCuRATONS. TIUS SHEET APPLIES TO ALL C21ii'IGURATIONS THAT CAN BE MANUFACTURED FROM THE IODO. 1750. 3 2000 SERIES DESIGNER I = wr(0w FRAMING SYSTEMS. 10) wwCOW L"t CAN ALSO BE MULLED TO OTHER UrmtS USING ALUkamuM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. 3/a- MIN. EMBEOMENt DUCK WIDTH --- ) SHAH SPACE CALT.K KIWEEN TWO PT DUCKTWOITFRAMING1C?{RETEByDiHERsPTGTIERS SHIN AS R ISLE NOTES) iN:TALL•71ZN ANCmaR I.0 SCRE-= WINDOW FRAME Q CAULK IEiN-EN JAMB . FLuJUCK ELWOODLv71:D BUCK GLA2.tuG clip. SEE NOTES) d Qw\ CONCRETE OR PERIMETCR CAULK kASOART By CTHERS PT OTHERS WINWV WIDTH 1 CXTERXP FINISH. CSECTION B—B BY OTHERS WINDOW , BUCK utmC w w.D:H MEOWHEIGHt _ xTEP/DR GLAZING (TTP. A A SEE NOTE S) v:kww r"Z SILL MEMiHT / HEIGHT pEiDET£R CALK (SEC AS REO'D 1 / BY OTHEp1 (SEE NOTES) ri.IRIOR 1, CTHCRS A 4 I — SHIM yE EXTERIOR ELE,IATION EX"ERlC= E'__VATION CNa.K BET=% _/ WIMDOV FLANGE d 0 licPrVIED 1!)CK CAULK JEl'JEEN WOOD }-,:K NAlaw, 3PENIIG PT OTHERS COMTE SECTION A —ANASONR DT .DSHEks 1 EMRAL rj Fji.tDr'3ID} A BBB. ©. 4. F. LpE !I WOOD PUCK, By OTHERS M ri)EJB2NzTALrATI&IFILE u # " T-•- T ,r. A{)„ 3/16' 'IA tAPCON F CID 1a Nr qAi RCwO.ILr . 4!I .rR.I.:' 4 l+A. 1.N3 tX .TM•, (MAIM M'M .OK M'.N)A1 fr yf L•IAIt SHEATHING IY C7HERS AB INSTALL Exic*m FINISH-, IT OHM PMI CTER CAULK — BT OTMCRS FIN. FRANC HEADIER CXTERIOR PERIMETER CAULK By OTHERS EXTERIOR FDNISM By OTHERS 00 V41ALLAIMN i ARDOR SCREv (TYPN SMEAtHIND - By OtHIERS 1' MK CAULK BEHIND FIN TVO IT BUILD DDVN ByOTHERS SLAIN AS REO.0. 1fto_,Lsl) SrM AS REO'D. ADJACENT TO EACH INSTAwT0N ANCHOR WITH LOAD BEARING SEE NOTES) SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) wmOCmm FRAME "ATI—WL AWUINUM ALLOT 6063. 3) USE S LICONaEO ACRYLIC CAULK KMND WINDOW F.M AT HEAD. Sx i A JAMBS. VN' NALy,C a) USE SILco ,ZED ACRYLIC CAULK FOR PERIMCTER SEAL AROUND EXTERIOR OF WINDOW FRAME. S) CLASS T.SmG SS MAT VARY PER THE REOCATING CLASSOFASTMC130OuAED. CHARTS. sIINGLE cuzlNG n s,Norm. INSULATING ciAss n Also owLIFIED. CLA 6) SCREW ANCHORS AT HEAD. SILL t JAMBS SHOULD BE IB SCREWS OF SUFF"MTLTH. TO PROVIDE IIIN. i IN. MIN.. EMBEDMENT INTO WOOD FRAME. PUCE JB SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. NO- 7j BUILD DOWN AROUND CuRve-0 PRT*N or WINDOW, B BY NGTH TO ADE D ORS BUILD DOWN MUST BE SUFFCE TN STRENGTH TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLOROA EXTRUDERS 1000 SERIES DESIGNER WV OOW SHOWN. THIS PRINT ALSOAPPLIESTOnOPoOAEXTRUDERS17SOSERIESk. 2000 SERIES. 9) ELEVATIONS Snow Common COHF01RATOHS. Ii IS HOT INTENDED TO LUT USE OFDKSPRODUCTTOTHESETwoCoNFIGURAToms. THIS SHEET APPLIES TO ALLCONFIGURATIONSTHATCANBEMANUFACTUREDFROMTHE1000. 17,30. k 2000 SERIES DESIGNER FIXED WINDOW FRA 4 SYSTEMS. 10) WINDDYI UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUREIAENTS. GLAZING LTYP. SEE NOTESI FIN FRAME SELL SMIM AS REO'0. LaSEE NOTES, N I 1r Vr HWL LAIN SPACC ivp HT FRAMING EXTERIOR ELEVATION BT OTHERS CAULK BENINO FIN r'• p E•3EIRE,1 Y SECTION A -A y.1 1/4' NA& A: INSTALLATION SI& y„CE ANCHOR SCREV ITTF.) E AS REO"BF Two By FRAMING IT OTHERS SEE rgtES) CAULK HEHM FIN FIN FRAHIE JAMB GLAZING LTTP. SEE NOTES, 7 d L- r 161E ENREB(Kt ExT£al0a ExTE?iDR FINISH BY GT.ERS JWINDOWVUTI PERIMETER CAULK By OTHERS SECTION B-B EXTERIOR ELEVATIQ7ERNAMONAL, INCFLORIDAEXTRUDERS' ANFORD, FLORIDA TTTLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAIIN BY: BB I APPROVED BY: DATE.-02/14/02 ISCAMNTS DWG.: FLEX0037 pKsrn k '.mv Ko.am. m eM rMrrtHra H. _% AA ms.t .-c w fts to CONCRETE OR SHIM AS RE'C'D _ 14ASWY OPENING SEE NOTES) By OTHERS CAuLX BETWEEN DOOR rLAPG£ t WOOD BUCK CAULK BETWEEN PE2IM£t£R WOOD BUCK t NAS-Y. OPENINGCAULKBrBYOTHERSOTHERS STUCCO Y- OTHERS 97 v 9 1 INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR Ra SCREW (TYP. WHERE ONE By WOOD TAP:ONS ARE NOT REO'D.) BUCK BY OTHERS 1 3/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME I/4' MAX. JAMS r$HT!+ SPACE INSTALLATION ANCM t DS SCREW (TYP. WHEREIAPCONSAREN07REO'D.) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TIP.) DOOR MIGHT SLIDING GLASS noR FRAME Sitt 1 M E-.3EDPENT I-i/4' MIN. u 1/4' MAX_ SHIM SPACE 1 1/4' MIN. EMBEDMENT ONCE PBUCKBY OTHERS 4 WOOD SBETWEEN HAS- Y. OPENING By OTHERS SHIM AS RED'D. I ( SCE NOTES) 4 INSTALLATIONS ANCHOR 3/16' DIA TAPCON C BETWEEN CONCRETE OR MASONRYOPENING By OTHERS RSINSTALLATION A.VC.'1C R3/ I6' DIA. TAPCON ' V SLIDING CLASS DOCP HOOK STRIP 1- 1/4' MINMEMt.EDMENTCAULK BETWEEN WOOD BUCK t MAS' Y. OPENING BY OTHERS CAULK BETWEEN MOO( STRIP t WOOD BUCK TEMPERED GLASS V AULK TYP.) DOOR FLANGE t WOOD B",, PERiMf. TER ` BUCKONC P$r OTHERS CAULKBYCONCRETEDROTHERSMASONRrOPENINGBy OTHERS STUCCO 8Y OTHERS S. G.D. WIDTH CO B. O.4,V6TCHPEREDJASSI SECTIONb_ ACT[)(TYPJNTE SLIDOCKMASTER FUx # HOOK STRIP DETAIL Y e.. A • U DOOR MATERIAL' AI.IRBM41M ALLOT 6061 b TAPCOM TYPE INSSALCATRtM AN6MOtS MUST K Of AffIC1EMT LENGiM TO ACHIEVE MUL EMNEDMENT Or 9-1/4', INTO MASONRY DR CONCRETE. wALTERNATETAPCON1MTALLATIONANCORS.fRWt TO DA£K M ALL rune R£MDERS. 4) TAPCON ANCHOR CHART ON DACR Or TM1S $MfCI. S) USE SALICONIZED ACftVUC CAILX DEAL" DOOR rLAGE At MEAD A JAMBS. 6) tSE tiLco SEi ACRYLIC CAILIR ryR PERDCTCR SEAL ARDUcO'EXTCRIDR D<"ODOR hVEXACTDOORSIZEISNOTUSTEDMANCHORCHART. USE ANCHOR -OLMTIII.LISTED W.fH fkn LARGER St2EwOR S APPE CLOSEST 34A RDOW SS RREOA BrfL -TAP OOdt SIZES USE QOKST :P AS DOOR StiC L CpilfANwwTibM t0 fINtSHED OPEMtDK. PLACETAPCMMYvAOfICONSTR'P AS SMCNN CLASSTQAvASSMAYOARSPERRESIGNAEDrRASIREUOR GLASS CwYttt 0) ALL FACTORY APPLIED HOLES 140i DESIGNATED FOR EMBEDMENT, INTO a rim DCfILlE6 WITH .D SCREW. BBOrSLp4IIS4LENGTHTOrROv2DGRC2GLASSMMKDKENINTOWOODrNSOOMjIMtTLCORNERSUSMGKSEALEDOWIT" MANGLE QLAJOINT SC dR MCI. CMG GLASS. 12) SHIM /Silt COAT CA ARE TO DE SEALED WITH A SMALL JOINT SEAM SEALER 1'4) ALL AS AREWD.LLATAt EA SET 6 INSTALLATION CORROSION MAXALTANT MA SHAM STACK ETC K V4'. 14) ALL MStALLCP Ca ANCHORS MUST . MM:E Of C EPRESEN RESISTANT MATERIALS, ISMw"CRE 'X' ONS ARE S oOvTAGLima PAHCL AMR CH REPRESENTS SACKFIXED PANEL APPROVSD ApalA" CONrl ARE AS LLIST ON ANC&4A CHART N N 11 K THIS SMF£T. 16) )07 All CQiKLRAtDYS LISTED AA'IVE ARE SMOVN ON tN(S DRr+IMG. MUOCKR INStALLAtiDM EXTERIOR ELCVA .ON SCCtDMS 'A-WB-B' L HOOK STRIP DETAIL APPLY TO iNSTALLATIOM Of ALL APPRENCD 2 PANEL DOOR S43WN COlALRAT1aMt t7> OWVA$ M tArtOlM IN EACH r•M or fAC7ORr APPLIED INSTALLATION r0.[S IRA.CSS NOTED OI)ERWISE ON MOOR CHART. SEC BACK Or lids SHCCT. 10 ft.OR1DA EXtRtoM ID00 SCRTES SLIDM4 GLASS DOOR IS LOON THIS M.MI ALSOAPPLIES TO 1000 AERIES AND SOD'SCRiEz. C C LCALLKIidG UNDER SILL INSTALLATION ANCHE? OR SETSILLINBEDOFCONCRETE 3/16' DIAL TAPCON SECTION A - A DATE:IU/ C7/Ul P4AI2: 1n,3 IURU V TLLAUIXI I rAE ft R, PROnn L A741GTKC R EMZMTRDA P - tW MM TCO TIDM Nave„ Sufi[ 2W'EAT'Qv. LDR. JAL. 3 27K. 407-OCS-OSR AL407-C1-D7N INSTALLATION ANCHOR — DOOR WIDTH /4 MAX SHIM SPACE TWO By WOOD asSC INSTALLATION ANCHOR SHIM AS RE'O'D t8 SCREW t8 SCREW SHEATHING ME NOTES) f—l-I/8£ nHEDIEnT N By OTHERS TvO Dr WOOD BY OTHERS BEBy OTHERS CAULK BETWEEN TWO By WOOD SLIDING GLASS DOORFLABBYOTHERSiSHEATHING1FRAMECAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR I SHIM AS REO'D HOOK STRIP t/ 4 MAK. CSEE NOTES) SHIM SPACE INSTALLATION ANCHOR .1-1/8' MIN.. HIN. to SCREW EMBEDMENT . EMBEDMENT TEMPERED GLASS STUCCO ( TYP.) CAULK BETWEEN OR SIDING - DOOR FLANGE BY DIMERS L SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHE.RS OTHERS PERIMETER SHEATHING CALK BY BY OTHERS TEMPERED GLASS TEMPERED OTHERS OR SIDING CTrP STUCCO OR SIDING GLASS CTYP.) By OTHERS By OTHERS SLIDING GLASS DOOR INTERLOCK .. T SECTION B—B _ HOOK STRIP DETAIL A to,a SLIDING, OCIR GLASS, FRAME SILL D t itaus, MATERIAL, KWea7! ALLOY 6061 21tDMSTALLATJONSMVSMKTDCWMif M-4LENGTH TO ACMLVE MIN T/HKD4CMT orI-I/D' INTO.WOO .TAPCON_ITK BOYALLATMN ANCHORS AT SILL MKT K K LrrKtC*l tENOTH YO ACNMVC NIIL C"JEWIC W 1.1/4'' INTO %AS"- OR CONCDETL .. .. b DKTALLAIION ANCHOR OWIT ON RACK W THIS Mt > oUSESILICWIZEDACRTLICCAULKSCHM00011rLAGCAT HEAD L JAMIL 3) ust SILTCOQZCD ACRTLIC CAULK Hit PCRbETCR SEAL A2244.07CRIOR W DOOR .. V [7AET DOOR SIZE IS LOT LISTED IN ANCHOR OHM". USE AKIHOR OLA 4111 LISTED VftM-NEXT LARGERSfZE. /OR IHE A?PROrRIATE DESIGN PRESSWE."DECO"-__. T) I'R OOIET DOR SIZES umCLOSEST 2"Ats DOOR SIZE t CpiiTAltt/LT ION TO TDK9E0 OKNN4 PLACE WSTALLATIOMANCHOMINFRONtW60C1"O"AS LOvx V GLASSTHICICESSNATVARTPLRICOLRKMENTSWAST" CI300 GLASS CHARTS "- f) DOORwtTISAPPROVEDLIsv4 /WERCD.(LASS IN =U4LC GLAZCD ON INSULATD4 CLASS. NN -we /SILL CORNS AOE TO K SCALED Wit" A Vv" JOW. SCAN. SEALER . _.. 11) SHINASREO'A At CA SET W INSTALLATION ^kCMM NAK. ALLOVADLC SNDN SMACK TO -K //4• 12) ALL INSTALLATION ANCmCRS MKT K NAtE W ION RESISTANT NArCDIALS 1)) VKRB ' t' momsCNYs Gym PAL AND •C RE MKsws TiKEB PANEL APPCVED CON'VARATIOMSAREASLISTEDONANCHOtCHARTONSAMR144SSHUT. EXTERIOR ELEVATION MOT `*W,"r'__ I" T,,H,OINSTAA.dt ATOF EAPPF&An DL">o" - EMBEDMENTCWXdAATIONL " O 1-1/ 4' HIM. IS) rLRIOA [KTRVKRS I000 SERIES SLIDDNG CLASS DOOR IS S OM THIS Pow" ALSO APPLIES TO' ' 2 PANEL DOORSHOWN - 2m Stoics. AND so SCDKi ._,... _.:. _ ...,' _ _.. _. ...:: ). REV DESCRIPTION DATE INS I EXTRUDERS FLORIDA LIBERALLY APPLYINfi. INC. $ANiQRn FL, CAULKING UNDER SILLIORSETsluINaEDINSTALLATIONANCHORORSLIDINGGLASSDOOROFCONCRETE3/76 DMA. TAPCDN. INSTALLATION- WITH q8 SCREWS— SECTION A -ADRAWNBY: BB _ : = "_ APPROVED 8Y: y : NTS WG jTLEXW7 SHT I Or F 12DO2 ATE: 12/17/01 !SCALE Ptr.t•t h NtDpICt L APILICAHDN Ela-utOAL W— YT MICR-TIOrMI PKVT. tAtt ZN. CAIMIDW. TLDR:DA 327N. AT.MAq-MYS IAt 4P7-103-0TK r I IM P.V DESIGNER SILL CTYPJ i8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION wv n t MILLION SEaWALANT J t 1LLLMN RELF 8X3/4 S ' S 1l TAPPING SMS HEAD ( TYP3 SEALANT BETWEEN FLAHMSsEcnON A -A (1 > t KAAM I 100D rP.V DESIGNER SILL CTYP3 8 X 3/4 SELF TAPPING SMS T1 % 2 7/16 X i/B TUBE MILLION t MLLLKM sex 3/4 SELF L— loco s,1 TAPPING SHS HEAD CTYPJ' SEM- MT BETWEEN SECTION A —A (3) L MA.Lia I000 P.V DESIGNER rSILL (TYP3 WVCW FLAW t MULLION R8 X 3/4 SELF TAPPING SS T TUBE MILLION WN P.WJDESiGNER SILL CTYPJ fl# F8 X 3/4 SELF TAPPING SMS 1X2X3/ 8 TUBE MULLION J 6 ` 68 X 3/4 SELF IOW , S IL - TAPPING SMS MEAD CTYPJ SECTION A—A!2) 10M. P.V./DESIGNER SILL CTYPJ . i8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/1 TUBE MULLION / APPLIES TO HEAD do SILL WHERE i' X 4• AUXILIARY PDETAIL C do 2' X 4' TUBE MULLIONS ARE USED LATE WM ADDITIONAL ANCHM. VNEN RECUREW O LING O TIONANCHOR s8 WOOD SC:REW CTYP30XTERNAL MULLION NSTALLATIONICLIP TWO BY WOOD BUCK BY OTHERS 1000 P. VJDESIGNER SILL CTYPJ 68 X 3/4 SELF TAPPING SAS 2X4X3/8 TUBE MULLION s8 ;X 3f4 SELF 1000 SA TAPPING SMS HEAD CTYPJ s8 X 3f4 SELF T SECTION A — A (4) APPDYG loco sxSMSWAD CTYP3 1000 P. V DESIGNER SECTION A —A (7) SILL CTYP.> TAPPING SMSFIX4X3/8 pt TUBE MULLIZw ice" 1 a. AC'T 8X 3/4 SELF 1600 Sat TAPPING SMS 68 X 3/4 SELF m SA TAPPING SMS HEAD (TYP.) SECTION A, A (5) WAD T SEQTj0NA, A ( 6) MULLION APPLIES To HEAD A: SILL WHERE 1' x 2' t I' X 2 7/ 16', TUBE UUUJONS ARE USED JDErat 2NStAtLAt3a ANCIOR j'L/.// y1\\ I1/'j/ p` y\. 7 R6\`-1B V00D. SCREW T7P) 1R] RM CUP LI i/ 8' MN. EMBEDMENT, EMBEDMENT h v FLORIDA EXTRUDERS ° i oxIDn SLR. 1000/1500 f1N SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2- OF 2) FOR DESIGN PRESSURE, -CAPACITIES DRAVN BY- MSH AMIOYED`BY' DATE:2/6/02 SCALE NTS" - DWG.: IHMFINTR SEALANT BETWEEN WINDOW FLANGES KAJJON 1000 P.W./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1X2X1/9 TUBE MULLMN SEALANT WINDOW L MU LIC 08 X 3/4 SELF , LOW SK TAPPING SMS HEAD (TYPE SEALANT BETWEENvtmvRANGES SECTION A —A (1 i flllliltlL UM P.V./DESIGNER SILL (TYPJ 09 X 3/4 SELF TAPPING SHS/' 1 X 2 7/16 X 1/ TUBE MULLION 1000 P.W./DESIGNER TYPICAL MULLION TO CONKklE O'J W8 rSILL .W./D (APPLIES TO awe *19RE I X 4' DETAIL 8 k 2' X 4' TUBE MULLIONS ARE USED) . IJ 119 X 3/4 SELF TAPPING SNS CONCRETE OR MASONRY —, BY OTHERS \ INSTALLATMN A 3/16' DIA. L X 2 X 3/8 TAPCW SCREW ANCHOR (TV) TUBE MULLION EXTERNAL MULLION EN DNE BY VOOD INSTALLATIDN CLIP CEI+iTiM nORIIDA B.O.A.F. BUCK BY OTHERS MANUFACTURER Nam: 08 % 2/4 .SELF MAS"I'R FILE ( - 1-woo sx ' TAPPING S14S _ HEAD (TYPE SECTION A —A (2) I= P.V./DESIGNER 1000 P.V./DESIGNER r SILL (TYP.) SILL tTYPJ a N0 X 3/4 SELF f8 X 3/4 SELFTAAPI1vGSMS1X27/16 X 3/8 TAPPING SMS0 2 .% 4 X 3/8TUBEMULLIOPI TUBE MULLION EMBEDMENT SEALANT BETWEENWDIDOWFLANGE t MLLL101 r-' A I 08 X 3/4 SELF 08 X 3/4 $ELF Lr p TAPPING SMS _.. 1000 SJi TAPPDNG SMS I000 . S.H. HEAD (TYPE }LEAD (TYP1 SEALANT BETWEEN FLANGES SECTION A-Af3Y SECTION A —A (41 8 X 3/4 SELF ..- MULLION TAPPING SHS - 1000 P.W./DESIGNER . T BETWEEN i0o0 P.V./DESIGNER _ rSILL (TYP.) VINDOV FLANGES SILL &W5 1000 SN I t8 % 3/4 SELF t #8 X 3/4 SL7F HEAD (TYP.) TAPPING SMS TAPPING SMs I X 4 X 3/8 SECTION A —A (7) VIEWED FROM. ExMIM ' 1X 4X1/9. TUBE MLLLIGN TUBE MULLION FLORIDA EXTRUDERS fW° n0FMA TtTi.S; SER. 1000/ 1 Soo.. FLANGE SHEET 1. _ OF 2 IL I TRIPLE -HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF. 2)'TOR s x 3/4 SELF DESIGN. PRESSURE CAPAC I T i ES LIe x 34 SELF TAPPING. 1-- laoo sx --- 18 DFAI x sir: MSH A tOv D BY. - H:AD (TYP.) SECTION "A-K, (5) __.: SEGTION:;A—A (6 DA 2/6/02 scAt NTS :: Inrc.. `iHMf-L GTR" I(= P.W./DESIGNER SILL ATYP.) DS X 3/4 SELF TAPPING SMS rIX2X1/ 8 TUBE MULLION SEALANT IN WINDOW FL a MULLION I I r1000 P.V DESIGNER SILL (TYP.) M8 X 3/4 SELF TAPPING SMS FLA BETWEEN- ° II8 X 3/4 SELF vvawa MULLION \_1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) L MULLION r1000 P.V./DESIGNER SILL CTYP.) I #8 X 3/4 SELF TAPPING SMS I X 2 7/26 X 1/8 TUBE MULLION WINDOW FLANGES a MULLION s8 X 3/4 SELF 1. IOOp TAPPING SMS HEAD (TYP.) : SEALANT BETWEEN SECTION .A -A (3) WINDOW FLANGES L MULLION 1000 P.V DESIGNER . SEM-ANT BETWEENrSILLCTYPawilwvFLANGEs : r a :M1LLM N t8 X 3/4 SELF TAPPING SMS TUBE MULLION s8 X 3/4 SELF 1000 SJi-. TAPPING SMS WAD CTYP.) SECTION' A -A (5) I X 2 X3/8 TUBE MULLION AUXILIARYIARY PIATEWOR AIIDITWWL ANOQS: VNEN REOUDlEm DETAIL O [ O. O APPLIES TO HEAL) do SILL WHERE I' X 4" do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR tB WOOD SCREW ( TYPE EXTERNAL MULLION INSTALLATION CLIP -- TWO BY WOOD BU KY OTHERS B8X3/4 SE `C+NT FW _ 5000 S H TAPPING SNS - HEAD ( TYPE s 1tYtJ!`R,.t MULLION SECTION A —A (2) -tN7 1M . U S/ .... _• - r S 0 ILL P. W./DESIGNER DESIGNER T if A'T" # r0 DfTan R I s8 X 3/4 SELF g SIGNER IEIeD. G A TAPPlD SMS j l X 2 7/16 XA /TUBEMUL163/4 $ELFNG SMS2XX'3/B: TUBE MULLION: ETWEEN I r_ 11/8' mm 4 L SEALANT BETWEEN WINDOW FLANGE L MULLION f8 X 3/4 SELF 1000. S+L TAPPING SMS HEAD ( TYP. SECTION A -A (4) 1000 rP.V DESIGNER SILL -) 18 X 3/4 SELF TAPPING $ m 1 X 4 X 3/8 TUBE KILLION 08 X 3/4 SELF i000 SH TAPPING SMS HEAD ( TYP.) SEQnQN A -A (6) EMBED VWWED r FROM EXIERCR' DETAIL MPUES 10 MEAD 3 SILL WHMr 1' X 2' t I- X 2 7/TB' TUBE MULL*NS ARE USED AULATION AMC Re % M SCKV awe Moaa. aiP s8 X 3/4 SELF TAPPING SMS 1000 SA SECTION A -A (7l 11 HEAD (TYP,) FLORIDA EXTRUDERS WNATIONAL n rcSANFORD. FLORMA SER. 1000/1.500 FIN SHEET I OF 2 t irk:• TVIN HORIZONTAL MULLION SECTIONS - I: r ter-, SEE OTHER SIDE (SHEET-2 OF 2) FOR IGN.. PRESSURE CAPACITIES RAXX BY: MSH APPROVED BY: DATE: 2/6/02 scAr.E:NTS D11G.: 1HMFINTW 9 SEA:4ti' DETIVEEtiWNMVFLANGES L WULLILh MC P.W,/OESI•GNE-4 N S1LL CTYP.) 9 x 3/4 SELF tAP?INs vis iX2 X1/? T :.E MUL_ION SE -ANT 3=TV'ZEY VINMV FL AhMS- i KiLtMI, S X 3/4 SCLF IQs S 'cAPP!NG SMS SEALANT IrTVrEMiiNJDVFLA;as SEC, ON A —A (i11 l !"AL1DX .. IM P.V./DESIGNER j SILL (TYP.) 08 X. 3/4 SELF TAPPING SMS 1 `X 2 7/16 X 1/6 TUBE MULLION i SEA.AMT BETVEEN VINMW FLANGES L PIILLMN r I'` Jd,PIDESIGNER ( TYPICAL wUL1CN TO CONCRETE O JA.'A$ 4G(APPLIES TO .Au? WHERE I' X 4' I S!LL (TYP.) j k 2' X A• TtiLE WJLUONS APE USED) QN ! N set X 3/4 SELF I i TAPa, 1NC- SMS } MiCriVE OR MAS _NRY BY OTHERS iX 2X3/3 T1 BE N _::3N I t rr 7p _ I OhZ SY V 2 _ FL A.-..O-JILIK Bt .t by IiTIfRS wArmF,&croM NAM. L IC S , TAPPING SY.S A (T7?I SCVi,ON A —A (Zi iE3li 7svaa + , 1^V FA.DESMNER 10C1 F'.a/DESIGNER - I SILL CTYP.) SELL FiYP.) 49 X 3/4 SELF TAPPING SMS -s8 X 3/4 SELF { I X 2 7/16 X 3/8 TAPPING SMS TUBE IK LLION 2 X 4 X 3/8 TUBE MUFLLMN f SEA.W BETWEEN WDrC J MANSE i MC&I—ICI4 09 X 3/4 SELF ° \—#9 X 3/4 SELF LOW S.M. TAPPING SMS \— I= S•K TAPPING SMSHEAD (TYP.) "EAD (TYP,) SEALANT HETVEEM SECTION A -A (3) SECTION A —A (4) VIMCXZV FLANGES 4 MULLM 1000 P.V./DESiWER SEALANT BETWEEN r'LOW F.V./DESSU'SER SELL (TYP.) V1NM.1 FLANGES -I SILL (TYP.) 48 X 2/4 SELF L MU`'MN I i #9 X 3/4 SELF TAPPING SMS TAPPING SMS IX4X1/8 SX4x3l8 I A —77 9 X 3/4 SELF \-48 X 3/1 SELF IWO SFI TAPPING SMS -1Qw S.A' TAPPING S.MS HEAR (TYP.; R'E•AD CTYP.) _. 3,2; Nl A_A A161 L a8 X 3/4 SELF TAPPING SMS t•- iCD: S.H. HEAD CTYP-) SF1,71ON A —A (7) DEEAL LNVALLATMN ANCICR 3/16• DIA. TAP. t. S=PrV AM"hCQ' C-YP_' EX EANAIL MULLION INS*ALLAMN CLIP. 1 1/4' MIN. ELEVATION V!£NED FROM EXTERIOR 1 Imo` SEA.. 10601i.5Ov FLANGE _SHEET -I I TW IN.HQR I ZONVTAL MULL I ONv SECTIONS i SEE u+=iclC S:LE :SHEET 2 Ili. 2i F'iRf 3 DESIfiN'+i.PKSSUR- CAPACITIES..: FEB 15 Zu 'DRAWN BY: MSH APt'xOVM BY- DATE: 2/4/02 ISCAMNITS ' DWG.:' : HMFLGT'd 8 7 1000 P.V DESIGNER SILL CTYPJ . 8 X 3/4 SELF TAPPING SMS IX2X1/9 TUBE MULLION VIMW w Fl t MULLION SEN.ANT. KIWEEMA I \— WX 3/4 SELF MULLMMULL fLANGES SMS t1011f000S.H. TAPPING HEAD CTYPJ W SEALANT SECTION A —A (1) s MILLION I000 P.V DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS iX27/16X1/8 TUBE MULLION 1000 P.W DESIGNER SILL CTYPJ N8 X 3/4 SELF TAPPING SMS IX2X3/ 8 TUBE MULLION AUXILIARY PI ATE APPLIES TO HEAD do SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHM t8 WOOD SCREV CTYPJ_ EXTERNAL MULLION DaSTALLATION CLIP CENF& AL FL IMA B.O.- ° BY VOOD SELF BY OTHERS cooSxTItGSMSNAWACrLMMNHEAD CTYPJ og/Pf MULLION SECTION A -A (2)MAS-— 1000P.W./DESIGNERr ME r SILL CTYPJRL s8X3/4 SELF 1000 P.V DESIGNER'NG SMS SILL YPJ1 X27/16 X 3/8 CT / TUBE MULLION #8 X 3/4 SELF TAPPING SMS no , Pit ® 8 - X 3/4 SELF 1D00 SSL .TAPPING SMS HEAD CTYPJ SEAUMIT BETv¢EN SECTION A —A (3) FLANGES VVQWa Mu.81e1 1000 P.V DESIGNER SEALANT JIM tSILLCTYPJAKt MULLMN 8 X 3/4 SELF TAPPING SMS TIX4X1/ 8 TUBE MULLION M$ X 3/4 SELF TAPPING SMS 1000 S.H.- HEAD CTYPJ ' SECTION " A —A (5) SEALANT B£TVEE1 V1NDOW FLANGE - t NUILIDN.. 8 X 3/4 SELF 1000 Sit TAPPING SMS HEAD CTYPJ SECTION A —A (4) r1000 P.V DESIGNER I SILL CTYPJ - N8 X 3/4 SELF TAPPING SMS IX4X3/8 TUBE MILLION D8 X 3/4 SELF IWO SA TAPPING SMS HEAD CTYPJ SECTION A —A (6) Z X 4 X3/8 TUBE MILLION 1 1/8• Milt LEMBEDMENTELEVAIIrNVIEWED FROM EXTERIOR DETAIL @ MPUES TO NEAR t SILLWNERE 1' X 21 2 7/ld• TUBE YVAUONS ARE USED . atA+Mc_ AL4ITMANCHM to. sCREV - cTYP, NORM L11P 09 X 3/4 SELF TAPPING SMS l000 SJL SECTION A —A (7) HEAD CTYPJ 1 1/8 Mfll FLORIDA EXTRUDERS AT"'N" _rxc' SAMM, FLORMA Tmz— SER. 1000/ 1500 PIN SHEET 1 =OF . 2 HORIZONTAL MULLION SECTIONS SEE OTHER E Si DE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES C. DRAW BY: MSH APP$OVED 1': nAr2. 2/ 6l02 SCAL NTS - DWG.: 1 HMF I N 0 IC 000 F.L./DESIGNER Sitl (TYP.) 8 v 2/4 SELF7APPI.!Z SP'S IYpX:tE she<- 3ETVrN ViVyL% %4NGi5' mi-L '— . ti *e x 3/4 SEL: M4 S S TA?Pih St+S rrL'hL. (: YP.) SEALANT BET r-&EN A —A LJV1NP:7L FLAP.. ECTIO L Kc1LL1:tI: IC-00 P.L./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SNS 1 X ? 7n6 x t/eT7uREN(J:LION SEALANT B WIN3L'Y F1 L Kx—, ION X 3/4 SELF I= S,H. TAPPING SMS READ CTYPJ SEALANT BE?VEEN SECTION A —A (3) VINDDV FLA%f;_s L 1A9LION 10MrF.L./DEnSIGNER SEALMI? BEtVNSILL (Tip.) VINWW FLANWSL. f 09 X3/4 SELF L MXL `MN TAPPING SysIX4X1/ 8 1 / WiiL PrULLWN ' i 1333 ?.L./ DEST.GN£R PiCAL MULUCI( TO CONCRETE 6 JAI(e f APPLIES 70 JAMS WERE 1 ' X 4' SILL cTY=.) 32' X 4' TUBE MULUCMs ARE ; SEfl; V i-A X 3/4 M.F I' TAPPING SPtS CONCRETE OR 14A3GFiRY HY GTrt'cRS I TdS£ LLGZ I, aL R 3Y OrteEQS , i CENTRAL . FLOMA R. O.A.F. 9 X 3/ 4 Sc. A.?PIh sms F MANUFACTURER. NAM iEAB CT P.) f'tDR/DA FX7'RyDERS i SECT',ON A — A (2 FYI i I r— Mr. P. L./LESIGPrR lh,STA.ATIC% ANCrC23/16' DIA TAPCGN S.R: V ANU-CR Tr—.) EVEAmL K1LLJ• % INSTALLAIMN CUP I SILL (TYP.) ! te X 3/ 4 SELF 10*0 P.V./DESIG iER V 7APriN' SNSjjj''' 1 X 2 7/16 X 3/8 Fla(TYPJ TUBE KLLLION -4 F-.— 1 1/4' MIN. TAANG V4 SELF SK$ 2X 4 X3/ 8 IBE MULLIDN KL0 48 X . 3/ 4 SEL% TAPPING SKS 'Y4i N I0110 S.P. SEC T ION A —Af 7l V EWr—C FROMEXTERIOR FLORIDA EXTRUDERS R ° A TU SER. 1000/ 1500 FLANGE SHEET 1 OF 2 i HORIZONTAL. MUL. L.I CIN SECTIONS 04V SZE OTHE1 R S J= 3CYLE + C Ur 2i FGR 08 X 3/ 4 SELF L !L7 X 3/4 SELF i DESIGN PRESSURE CAPACITIES TAPPING SNS ?APPIN SJmzl f' ION Si :.. IQCO S.H. HEAD tTYP.) HEAD ( TYPJ !DRAWN BY:N;SH APPROVED BY: cEC'IAN A - A (5) SFCTI ": A - A l6._.. __. _15 4 ;DATE:2'4102 _SCALE.NTS DWG iHMf'LG SEALANT BETWEEN VINDOV FLANGE L NULLIEU X 3/4 SEL: TAPPING Sr.S HEAD (TYP.) SECTION A —A IJ 1333 P.L+./ DESSGNER SILL (TYP.) r— N8 X 2/4 SclzF TAPPING SHS 1 X 4 !X' 3/8 i'JLC PivLL lY c 1000 S.H. I X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 JAMB (TYPJ TUBE MULLION JAMB (TYP.) TUBE MILLION 99 X 1/2 SELF f8 X 1/2 SELF TAPPING SMS TAPPING SMS 2 X 4, X 3/9 - VI FRETWEENa F TUBE MULLION . i ML LLiON MUIIIW M8 X 1-1/2 SELF B9 X 1=1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A 12): 1 X 2 7/16 X 1/8 1000 S.M. 1000 S.H. TUBE MULLION 1000 S.H t X 2 7/16 X 3/8 JAMB (TYPJ JAMB (TYPJ. JAMB (TYPJ TUBE MULLION c M9 X 1/2 SELF #9 X 1/2 SELF TAPPING SMS i TAPPING SMS SEALANT BETWEEN IVINWV FRAME L MULLION N8 X 1-1/2 SELF TAPPING SMS SECTION A -A ' (3) 1X4X1/8 TUBE MULLION 1000. S.K Im Sit JAMB (TYPJ JAMB (TYPJ 88 X 1/2 SELF TAPPING SMS V y„ 99 X i-1/2 -SELF \ vv4wwSEnt Kr" fMTAPPING SMS C L Nu-L10N.S N8 X1-1/2 SELF_ TAPPING SITS SECTION A - A ('41 Q TUBE MULLIONF••• TV0 BY WOOD DETAIL BUCK BY OTHERS 1 1/ 8, MIN. EMBEDMENT I LuSHEATHING INSTALLATION ANCHORt9WOODSCREW (TYPJ EXTERNAL MULLION - INSTALLATION CLIP NLLLIai APPLIES TO HEAD &' SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE I' X 2' 1' X 2 7/16- TUBE MULLIONS ARE USED 88 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL t8 WOOD SCREW L TYPJ SILL CLIP i1 FLAN L MULLION 1 Val HIM. EMBEDMENT YmD FRAMp6 AUXILIARY- PLATE FOR ADDITIONAL. ANCHORS, WHEN RE0UIR& A A --- RIDA 08 SELF TAPPING SMS (TYPJ r DETAIL 8 MULLION TAPPING2SMS SELF VIEWEELEVATI DFROM EXTERIORSEALANTBETWEEN SEALANT BETWEEN FRAME MULLDUL 7Nt MLIfl4 140320N8X1=1/ 2 SELF\ —*a X,L-i/2 SELF TAPPING SMS TAPPING -SNS SECTION A -A (5) SECTION A -A f 6) FLORIDA EXTRUDERS s D, FOR DA TM-SER. 1000/1500 FIN SHEET,1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2-OF 2)-FOR DESIGN PRESSURE CAPACITIES DRAWN HY: MSH APPROVED BY:. - DATL:2/6/02 SCALE: NTS DWO.: 1 VMf -IN ` - - S J y 2 x 1/2 1 x 2 x 3/8 TUBE KJLLl'ZNM.B ITY.21 JAMa (TYPI TUSE MULLIDN S X 1/2 SELF 48 X 1/2 SELF T'a=P;NG sms TAP-'!N'G SMS SEALANT SCALM! 3ElVM StULLMN X 1-1/2-StLr Z WUL.=2 X 4 me X )-)/Z SELF SECTION 1) KUM' A —A (2) r-. X. 4 7/i6 X :/6 1. TUSE MA-LiON 1 X2 7/16xa/s 104C S-1i -. jAm? (TYP.) lra'v S-K -1jAM3 (TYP.) 4- mL;Br- MtP-LIDN JAI T;;s x 1/2 SELF .8 X 1/2 SELF AP?NC SMS TAPPING SMS 8 k 1-1 SEALANT SETUiEh L SEALANT PETVEEN TAPPINGVINWVFLANGESVIX-MV FLANGES L MULLION 9 MULLION 00 X PI/2 SELF #9 1 !-1.12 SELFTAPPINGSMSTAPPING :SMS SECTION A —A (4 SECTiON A —A (4 I X .4 X 1/6 X 4 X 3/6 TUBE MULLION TUSE MULLMN I= Sj-t low S.N. JAMS (TYP.) JAMB cyp.) . 2 X 1/2 SELF #9 x 1/? SELF3X '2rt. 'It- VIYX TAPPING SMS TAPPMG SMS ONE By WOOD— DETAIL C BUCK BY OTSERS roNCRET7 CP MASaNRY 1 1/4, MIN, 4A BY GT14EiS EMPUMENT, 4 l- 7 SA, ALLMN Afl%CrCq 3/16, SIA CL-: p CA- MUVL CN 70 CONC 2-lu - - RUPE 0 HEAD i A-P S 'M HEAD* & SIL WHERE I' X 4' wit, S.i r x 4 LEE MULLIONS ARE USECI J. B ( TYP') DETRI e x 1/2 SELF I-INSTALLATMN ANCHM 1TAPPN- CiSmS I A ID ' 3" 3/16MTAPWN 6SCREVSILL CHM C YP.) CLIP P Sri re'ZWT BETVZEN t SMS V10MV FL&Atx-S L WJLLIDN EM3EDCMT SECTION A- A-2 DETAIL C PRECAST By [!'HERS A'lY. H-fAPYPI,AT;7 APD:TLI NAL A.ACKMS, Wl-EN REO:jMn) TA 11 - 11E) 0 m. - Sc_r rwovrur...- /e I SMS (TYP.) M-TATT BELEVA-110 E) MEWED MOM EXTERIOR FLORIDA EXTRUDERS- MMMAnONAL. INC. SANFORD, FLORIDA SER. 1000/ 15000-r-LANGE SHEET I r- SCALvqT AMCE. 4 Scm-mt 1'-TVE,-N i I VfWWV VOMW F`LM-Sm I - 0THc- SE.E. -R SIDE (SHE--T*'8'0F:'2)-FVR L iJLLtDh\--#8 X 1-1/2'SELF #8 X 1-U2 SELF DESIGN. PRESSLIRE,CAPACITIES— TWM SMS TAPPMG SMS FE B 152M DRAww By msH --APPROvED By'. i SECTIONA —A A —A C6) ao low S.0 /-I X 2 X 1/9 lar. S-H - I X 2 X 3/8 TUBE Ir-N (TYP3 KpL_ION JAM? (TYF.) TUBE XS X VE SELF its x 1/2 SELF ;_1 X 4 X 3/6 SMS TAPPiNG SMSa TUBE 14V_LMNi S F, loc., S SCA1t.W4_ WINDOW FLAKES 4.4=1 rLAN=' S--L.-- L LTA L L-#e x SELF TAF.21?4 VAS SECT.ON A—L-W SECT:C,.-% A -A 12) TYPICAL VEF7TCAL TO HCR'ZC-14TA!_ V..VWONTO j; jj7.4_j.A-,r_NSC as X 1112: ST.'r- i DE -, A i,'- 2X K_LL NITERNAL CLIP Ix OR 2x mu__ X 2 7/16 X V9 1 Y 2 7/16 X 3/8 TUBCHUALLMNleiv S.K TUBE A ImSTALI—AM-1i kNCJ-M JAMB 4TYP.1 JAM? CTShYPJ 08 X 1,12 SELF X 1/2 SELF TAPPING-SMSTAPPING, sms SEALANT SEWEEN 3/14-1 DIATAPCM 9 X 11/ icREV xwicq mp.) V'NTDVFLANGES0SSW' L ILTAPPINGSILLCe- 1Z SECTION A —A SEALANT BETVEE14 SEA --ANT BETwEEN WINDOW FLANGES WINDOW FLN*ES We X I-L/2 SELF L X. LLMN LMULLION TAPPING SMS e X I-L/2 SE2 - TAPPING SKS SECTION A — A (3) £T_101N A —A (4) vI X 4 X Ve X 4 X 3/9 TUNE MULLION Tt)r( LION FznD low Sji loac. SJ1. 8 x it SELF eraX 1/2 SELF TAPPING SMS a TAPPING SMS 4r ri - G_ A : . - j -. - . --'\- SE& ANTBETWEENSEALANTT;a-CA wINWv #a x 1-1/2 SE; 7 W FLANGES INmvL , ALLM .. _..L T A NF #8X 1-112 SELF SMS TAPPING SMSSECTION A - A (5) SECT4QN A -A (-6 V'i 1/ 4' 3y OTHERS AUXUARY- P CF2R Az--%TMKAL A.W-;MS. W-EN qEWTtED, F.' I _ _ _ AT; A 00 5-- 7 F 7APPD4 ELEVA'QN PIE`. NED F. R.^M EX7vE.R1CR FLORIDA EXTRUDERSINTERNATIONAL. INC' SMFOIW' n-OPMA T=:SER 1bbb* 11500 FLANGE SHEETI OF _2 VERTICAL MULLION INTO HOIRIZONTA' S c__ W2 orr - 2)H'k SID'--'(SHEETDESIGN:.PRESSUREr CAPACITIES r FIC-B 15 2602DRAwNBy. M SH APPROVED .BY: DATE:2/6/0_ 2 FLG ISCALE: N'TS IDWG.: 1VMHM 3/ SEALANT BETWEEN APPUES TO HEAD & SILL WHERE 1' X 4' WINDOW FLANGES k 2' X 4' TUBE MULLIONS ARE USED L MULLION urnI ARY a arc DETAIL 2000 P.W./DESIGNER 2000 P.VJDESIGNER ADOII]Ot t REouOtED> SILL (TYPJ SILL (TYPJ O B8 X 3/4 SELF 18 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS 10 i X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 O _O TUBE MULLION TUBE MULLION IMSTN LATI(t An t t t!8 VDDD SCREW RYPJ wvaw FLANGES _ a MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY •OTHERS B8 X 3/4 SELF B8 X 3/4 SELF 1000 &K TAPPING SMS 1000 S.H. TAPPING SMS MILLION .... MEAD (TYPJ HEAD (TYPJ 20W P•VJDESIGNER APPLIES TO NEAR t SILL OHM V x Y SECTION A —A (1) SECTION A —A (2) SILL (TYPJ DETAIL a I• x 2 7/1s' TUBE AIM usp 8 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 JkLTUBEMILLION RE ALLATMIN ANCHN j SEALANT$•••• Note tl>P CENTRAL `i • INDOV FLANCf rURV g ++• ' a MULLIONA4 ! a°a"'.. S EMBEDMENT TII/r not ETFLU # WTAIL [ BETWEEN 8 X 3/4 SELF SEALANTBErwECNVDV00V f1.AItGES VIA FLANGES TAPPING SMS i a MILLION a MULLION 2000 P.V DESIGNER SILL ( TYPJ F 2000 P.V DESIGNER 1000 S.H. SILL ( TYPJ HEAD (TYPJ 68 x 3/4 SELF TAPPING SMS g M8 X 3/4 SELF SECTION A —A (5) TAPPING, SMS 1 x 4 x 3/8 T1X4X1TUBE MULLION IN so N `TUBE MILLION FLORIDA EXTRUDERS INTERNATIONAL, Yc SAM", HORIDA SER. ' 2000 FIN SHEET 1 :OF 2 - . " TV21 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR rs z 3/4,SELF BB X 3/4 SELF DESIGN PRESSURE«CAPACITIES :. .._: . STAPPINGSMS10Q0S.M. TAPPING SMS HEAD ( TYPS.... K. HEAD ( TYPJ J E} DBA><N 8Y: MSH APPROVED SECTION A —A M SECTION A —A (4) DATE:2/6/02 SCAU-NTS DWG: '2HMFINTR TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAN8 WHERE T' X 4' DETAIL B Qk2" X 4- TUBE #IULLIONS ARE USED) 2000 P.W DESIGNER 2000 P.V DESIGNER SILL MPJ SILL CTYPJ CONCRETE OR MASONRY 48 X 3/4 SELF R9 X 3/4 SELF BY OTHERS TAPPING 2 7/16 X 1/8 TAPPING 1XS2 7/16 X 3/9 - INSTAL SCREW / 16 JTUBEMULLIONTUBEMULLIONANOOR DBE BY VD EXTERNAL MtLLDNI INSTALLATION CLIP BUCK BY OTHERS . V fiA WINDOW FIANGEt =Q L MULLION L 14A I MN BOW P.W./DESIGNER MULLION s8 X 3/4 SELF 08 X 3/4 SELF . SILL CTYPJ 2000 SJL TAPPING'SMS 2000 SN TAPPING SMS HEAD CTYPJ MEAD CTYPJ R8 X 3/4 SELF - SECTION A —A f11 SECTION A —A W TAPPING SMS 2X4X3/9 - TUBE MILLION Q n, a FLORMA B•®'A.F' SEALANT BETWEEN CENTRAWINDOW n.ANGE EMAESSM tT SEALANT BETWEEN VDaM FLANGES i MULLION 20 P.V DESIGNER SILL CTYPJ i8 X 3/4 SELF TAPPING SMS1X4 X1/8 TUBE MULLION b8 X 3/4 SELF TAPPING SMS,.. 2000 P.V DESIGNER HEAD CTYPJ ,. SILL,CTYPJ i8 X 3/4 SELF SECTION A -A' (5) _ L3 1/4• MIN. EMBEDMENT TAPPING SMS _ I X 4 X3/8 TUBE MULLION , ELEVADON VIEWED FROA EXTERIOR FLORIDA";EXTRUDERS n. MRMA L MIL" — _. .. .. . Tmz: SER -; Z0iJ.Q;, FLANGE SHEET- 1 r; .2 TRIPLE HORIZONTAL MULLION ,SECTIONS i8 X 3/4 SELF #8 X 3/4 SELF - TAPPING SMS - sit TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF '2) FOR2000sx- NERD (TYPJ HEAD (TYPJ DES I GN =PRESSURE ,CAPAC I T IESQ SECTION A=A (31 SECTION A —A (4) A BY. MSHf89xot en »r:` r T1I ttrl nerE:2/6/t?2• sr,Ig:-tTS:==- rc:.-2H#If<•C:R-- -- 9 DETAIL C 2000 S!i 1 X 2 /lb x L8 2000 S Ht 1 X 2 7/16 X 3/8 TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION JAMB (TYPJ TUBE NULUGN JAMB CTYPJ TUBE MU.LIDN N8 X 1/2 SELF 88 X 1/2 SELF TAPPING SINS TAPPD6 SINS DCSTALLATD]N S[XtEV INTERNAL CLIP--.., IX OR 2X MULL 2 X 4.X 3/8 TUBE MULLION - SEALANT BErVEEN*. FLANGES SEALANT DETWEEN M8 X"1-1/2 SELF 2000 S!l WOMW y1N0p `FLAB" TAPPING "SNS ,&Am (TYPJ = a'MU.LiON _ .. 1X OR 2X. MULL 8:x 1-1/2 SELF TAPPING SNS t DETAIL B _ 9 x 1/2 SELF SECTION A —A (1) SECTION A -A (2) TAPPING SMs TmM SCREV MOM CrIP.HQ - 11 1 I/ — TUBE AJ ION 1( 11 i X 4 X 3/8 SILL CLIP TUBE MU LION t8 X 1-1/2 SELF Q" TAPPING SMS Q - _. 1 1/4' MIK EMBEDMENT A____W PRECAM SILL BY OnERSS AUXILIARY__PLA7E ADDITDIW. ANOMS,-WHEN REO IRM A MULLION 0 _. TAtL A TERIOR FLORIDA EXTRUDERS ZDN4MA Tmit SER. _ 2000 FL- ANGE SHEET_ /I" aOF 2 VERTICAL"MULLION INTOHORIZONTAL',:`, SEE OTHER SIDE: (SHEET-2-OF 2) -FOR,: DESIGNN• RRESSURE`CAPACITIES:3= . DRAWN HT: JSH 77. APPROVED V DATE:2/ 2/02 - SCAM— NTS,,. Dx: - 2VM..tMFLG SEALANT BETWEEN VtNDOV FLANGES L MULLION AUXILIARY PLATE 1S`LY9 ai11+A *`•' ' OW ADDITIONAL ArDOM WKX FzDumcm DETAIL C 1 1T1t NUFi AC U IY.La++An r co/fma- nQv MASM 2000 P.V./DESIGNER 2000 P.V DElIGNER NULtDN SILL (TYP) SILL "CTYPJ 8 X 3/4 SELF 08 X 3/4.SELF'- TAPPING SMS. TAPPING SMS TWO BY VOOD BUCK BY OTHERS IX27/16X1/8 1X27/16X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN VDCDOV FLANGES APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR t9 WOOD SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP MILLION L MULLION - KTA11 2000 P.V DESIGNER 1TAR C1 r' A SILL CTYPJ 118 X 3/4 SELF #8 X 3/4 SELF L_ A .. / 1000 S.H. TAPPING SMS 1pp0 S,H TAPPING SMS B8 X 3/4 SELF MEAD <TYPJ MEAD CTYPJ NAPPING SMS SECTION A —A (1) 2 x 4 . x/9 _ SECTION A —A (2) TUBE MIALION SEALANT BETWEEN SEALANT BETWEEN VDIDDV FLANGES VINDDV FLANGES L MULLION L MULLION 200D P.V DESIGNER SILL CTYPJ I19 x 3/4 SELF TAPPING SMS 1 X 4 X 1/9• TUBE MULLION 8 X 3/4 SELF 1000 S H TAPPING SMS HEAD CTYPJ SECTION A —A (3) 11/a n EMBEDMENT SEALANTFLEVATIDNBFLANGE EN VIEWED' FROM EXTERIOR WINIXIVL'MULLION D£7AIL B. APPUES TO MEAD.k.SRL WHERE 1' X Y t.4'. X 2 7/1C-TM MULUON5 ARE LIMED ALLATION ANCHOR Lae WOOD SCRCV r2000 P.W./DESIGNER R8 X 3/4 SELF NORR. CLIP SILL CTYPJ TAPPING SMS TaaaDac sMs 1000 s.H SECTION ALFA (5) 1 X 4 X 3/8 HEAD CTYPJ 1EMSEDIU7ITW BE MULLION FLORIDA EXTRUDERS nv mFOR . FLORIDAsANFORD. FLUNAL,RIDA SER. 2000 FIN SHEET I OF,2 _ TWIN HORIZONTAL MULLION SECTIONS4s` SEE OTHER SIDE (SHEET 2 OF 2> FOR . 8 X 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 sit SMS f EB r HEAD CTYPJ DRAMtI BY: MSH APPROgID; BY SECTION A —A (4) DATE:2/5/02 SCAM: NTS -DWG.-, .2I NTW a L TYPICAL YULUON TO CONCRETE • JAMB' APPLIES TO JAMB WHERE I' X 4• DETAIL B QB2' X 4' TUBE MUUJONS ARE USED) CONCRETE OR MASONRY = 2000 P.V./DESIGMER BY OTHERS 2000 P.V DESIGNER SILL CTYPJ INSTALLATION ANCHOR 3/16' MA SILL CTYPJ TAPCON SCREV AN01OR NTYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS , TAPPING SMS EXTERNAL MULLION 1 X 2 7/16_X 1/8 1 X 2 7/16 X 3/8 DNE BY WOOD` INSTALLATION CLIP TUBE MULLION TUBE MULLION BUCK BY OTHERS. SEALANTWTHETVEEMVINDOV FLANGES c LlD lNJta>t>M _MULLION 2000 P.V./DESIGNER SILL (TYP.) 8 X 3/4 SELF 8 X 3/4 SELF Nib X 3/4 SELF TAPPING SMS TAPPING SMS 2000 yH .TAPPING SMS 2 x 4 X 3/8 HEADCT HEAD (TYP), TUBE MULLION QHEADCTYPJ SECTION A -A (1 SECTION A —A (2i SEALANT BETWEEN L1 1/4' MIN WD(WV FLANGE EMBEDMENT L MULLION IiZJhCTt1REI Nam• Fw ion FrrrelL a: ` A 8 X 3/4 SELF L- - A TAPPINGSMS ` SEALANT BETWEEN VENDOV FLANGES 2000 sit LMULLION2000 P.V DESIGNER 2000 P.V /i1ESIGNER HEAD CTYPJ SILL CTYPJ SILL (TYPJ SECTION A -A (5) 8 X 3/4 SELF #e X 3/4 SELF _ TAPPING SMS TAPPINGS11SX4X1/8 I XHE XMIJLLIt8R1 ELEVATtON: TUBE MULLION MEWED FROM EXTERIOR FL( 7RIDA EXTRUDERS mVnxNATTONAI4 INC SEALANTSANFOiiO. FWRIDA L IriILLSON _ _ , - Thm, SER.; 2000 , FLANGE SHEET.1,. OF_ 2 TWIN HORIZONTAL."MULLItfN'`SECTI[INS 8 X 3/4 SELF eX3/4 SELF #8 X3 TAPPINGSMS SEE OTHER SIDE (SHEET-2 OF :2) _ FOR 20M S.H. PPDNG SMS HE ( T DESIGN, PRESSURE. EAPAC,I,TIES HEAD ( TYPJ HEAD tTYPJ SECTION A —A (4) 0820002 DRAIIN By. MSH _. APPROME -, Y . nAra;.. 2/4f02,.seAt4NTS .''DaQY °2NMFLGTW, AUX AR_Y PLATE APPUES TO HEAD & SILL WHERE 1' X 4' WM ADDITMKV- ANCFM VIER REVARM & 2' X 4' TUBE MULLIONS ARE USED O DETAIL' CENTRAL FWRMA B.O.A.F. SHEATHING MANWACI'URM NAME: o 0 1. FG oR/1 f F.atfc'uDt7 S _ _ SEALANT BETFLANGES Ml R FME # MAAMM INSTALLATMN ANCHDR •8 WOOD" WINDOW SCREW (TYP.) i N17 2000 P.V./DESIGNER 2000 P.V./DESIGNER - S.) ... - _ SILL (TYP.) SILL (TYPEXTERNAL MULLION EB X 3/4 SELF N8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY VDOD BUCK BY OTHERS IX27/ 16X1/8 1X27/16..X3/8 TUBE MULLKN MULLIONNULIIai SEALANT BETWE WINDOW FLANGES / L MUL.LDJN A '.. s8 X 3/4 SELF 1000 S!l TAPPING SMS HEAD ( TYP-) SECTION A —A (11 SEALANT BETWEEN SEALANT DES VINDOVFLANGEStMU1tflHiMLLIAN2000 P.W./DESIGNER SILL ( TYP.) M8 X 3/4 SELF TAPP214ri SMS 1X4X2/ 8 TUBE MULLION kwW 48 X .3/4 SELF 1000 " S:H. TAPPING SMS HEAD MT.) SECTION A —A (3) 2000 P.V./DESIGNER 1 SILL ( TYP.)\ / 08 X 3/4 SELF A 1000 Sx TAPPING SMS N8 X 3/4 SM HEAD ( TTAPPING SMS 1fP 2X4X 3/8 SECTION A — A (2) _ TUBE MILL" 1 1/ a• MIN VIEWED FROM; EXTEROR SEBETWEEN KLLION iH FLANGE D Z9tLfl SAP VX T2C'/M60 UBE MMUONSWHM ARE USED5 C - SWAT%" ALLAT10/ AKllgt . SECTION A —A ( 5) tomD vSCREW mrrs MOMas ' 2000 P. V./DESIGNER M8 X 3/4 SELF SILL (TYP.) TAPPING SMS OS X 3/4 SELF TAPPING SMS — IDDO SJt t Vir RM 1 X 4 X 3/8 HEAD (TYP.) EIT TUBE MULLION FLORIDA. EXTRUDERS ATTorIaL. INC SANE M . FLORIDA TITIM SER 2000 FIN SHEET i OF "2 _ HORIZONTAL MULL ION SECTIONS " v V SEE OTHER SIDE (SHEET 2 OF. 2> .FOR 9 X 3/4 SELF DESIGN PRESSURE -CAPACITIES TAPPING "SMS Iwo S. H. 1 6. _ HEAD (TYP-) 1DRAwN SY: MSH APPROVED,BY SECTION A —A (4) DeTE:2/6/02 SOLE:NTS ,, DIG:: -2HHFLN:. TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1• X 4• DETAIL B G4 2- X 4- TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETWEEN VDWOV FLANGES VINDOV FLANGES CONCRETE OR MASONRYLMILLIONLIULLDN8YOTHERS 2000 P.V./DESIGNER 2000 P.V DESIGNER INSTALLATION ANCHOR 3/16• VIA. SILL (TYPJ SILL (TYPJ TAPCON SCREV ANCHOR (TYPJ 8 X 3/4 SELF M8 X 3/4 SELF EXTERNAL KAAlON TAPPING SMS TAPPING SMS ONE BY VOOD1X27/16 X 3/8 DMTALLATDIN CLIP 1 X 2 7/16 X 1/8 TUBE MULLION S= BY OTHERS TUBE MULLION Q 2000 P.V./MSIGNER SILL ffvS _. 08 X 3/4 SELF J.. TAPPING SMS t18 X 3/4 SELF B8 X 3/4 SELF 2000 S.H. TAPPING SMS 20M S.H. TAPPING SMS 2 X" 4 X 3/8 _ HEAD (TYPJ HEAD (TYPJ TUBE MU.LIDN Q SECTION A —A (1) SE00N A —A W l SEALANT HETVEEN 1+' 1/4' MIN. VRMDOV FLANGEEMBEDMENT L MULLION U CENT f6 NoiiRF/ i R8 X 3/4 SELF >_ h1FTAPPINGSMS BETVEEN SCALANT.HETVEEM . SEALANT FLANGES VDiDOV FLANGES 2000 S.M. L MU L[01 L M11.LION r 2000 P.V DESIGMER 2000 P.W DESIGNER HEAD CTYPJ SILL (TYPJ SILL MP.) SECTION A —A '(5) 08 X 3/4 SELF 88 X 3/4 SELF - TAPPING SMS TAPPING SMS 1.X 4,X 1/8 1 X 4 X 3/8 ELEVATION TUBE MULLION TUBE MU1ION VIEWED FROM EXTERIOR FLORIDA. EXTRUDERS Am, Fw INCASANFORD, FLORIDAJEarts:SER. 2000-FLANGE SHEET 1 OF:;2; HORIZONTAL MULLION SECTIONS e X 3/4 SELF +Hex 3/4 SELF S£E OTHER SIDE t SHEET 2 OF 2) FOR TAPPING SMS TAPPING SMS 0o sN20n DESIGN ' PRESSURC CAPACITIES° HEAD CTYPJ HEAD (TYPJ ' 8 !L r % SECTION A —A (31 FCTON A —A (41 ` - - DiutFx >nc:MSH AovsD sir'` Est DsT9: 2/4/0 ,•...- sd-"NTS D1FG.: `.,-2HMFLG...:.._ I ay TVO BY WOOD AI C 11/B' MIN. fB=jSEMBEDMENT 2000 S.M. X 2 7/16 X 1/82000JAMBCTYP.) JAMB CTYP.) 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION. 2 X 4 X 3i8 TUBE MULLION SHEATHING SELF X V INSTALLATION ANCHOR s8 WOODTsSSELFSCREWCTPP. EXTERNAL MULLION DNSTALLATION CLIP 2000 S.H. MULLION _ TYPJAMB APPLES .TO HEAD & -SILL WHERE 1' X 4' k 2' X 4• TUBE MULLIONS ARE USED BE ENEN SEALANT t8 X l/2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2' SALT FRAME OV FFRAME1 TAPPING SMS do 1- X 2-7/16- TUBE MULLIONS ARE USED L NDOW L M I18 X 1-1/2 SELF 9 X 1-1/2 SELF INSTALLATION ANCHit TAPPING SMS TAPPING SMS DETAIL B s8 WOOD SCREW SECTION A —A (1) SECTION A —A (2) cTTPa SILL CLIP CENTRAL T'LORMA O.A.F. SE/1LAl1T BETWEENt8X1-1/2 SELF WINDOW FLANGES 1 1/B' MIN. 11ANWA IUM NAM: TAPPING SMS L MULLION EMBEDMENT GoR/ta4 >9tt14Ja, SECTION A —A M sNrAnokc - TER ME# % DETAIL c - AUXILIARY- PIATE 1 X 4 X 1/8 1 _X..4'X 3/8 CFOR-ADDiTDk1A1.-ANCMORS,_ WHEN REQUIRED) TUBE MULLION TUBE MULLION O' ` 2000 Sx 2000 S.H.A A JAMB CTYP-) .IAMB 'CTYP3 Q* N8 SELF.TAPPING N8 X 1/2 SELF k8 X 1/2 SELF SMS CTYP.).:. DETAIL B MULLION TAPPING SMS I TAPPING SMS 0 VIEWED' OR FLORIDA!ixcEXTRUDERS _ SANFORD. FIXIMA; SER. 2000TmzF FIN SHEET I" -OF 2 VERTICAL ..MULLION: SECTIONS" sSSEALANTWINDONWrFRAMEWINDOW 4:° SEE OTHER SIDE (SHEET 2 OF _2) _ FOR toMuut+ MumFRAMumf DESI-GN PRESSURE: `CAPACITIES M8 X.1=1/2 SELF._=.. _ _ TAPPING" SMS NB X 1-1/2 SELF TAPPING" SMS DRA1R7 BY- MSH `<n # APPROVED' 8Y SECTION A -A (3) "' =;" SECTION' -A —A (4) DATE:2/6/02 SCALE:NTS DWd-- 2VMFIN IB CTYP.)l TUBE MULLION 1/8 JAMB CTYPJ l `TUBE2 7 MULLION 3/8 ONE BY WOOD DETAIL C BUCK BY OTHERS _\ CONCRETE OR MASONRY' HY OTHER SQQEMBEDMENTQ 8 X 1/2 SELF 8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA -. TAPCON SCREW ANCHOR CTYPJEXTE AL MULLION DWALLATION CLIP SEALANT BETWEEN SEALANT BETVE£N TUBE MULLION WINDOW SS TYP1m-AlULLION "TO CONCRETE O HEAD 8 X 1-1/2 SELF a X 1-1/2 SELF (TYP.) MULLION I f'Pt1ES TO.HEAO:_dc SILL,*4ERE i' X 4 TAPPING SMS IAMBTAPPINGSMS do 2': X -4'; xt18E #IULLIONS ARE USEOj SECTION A -A (1) SECTION A -A (2) sa x' v2 .SELF DETAIL'B .. Rmw TAPPING SMS INSTALLATION ANCHOR 3/16' Dill TAPCON 1 X 4 X 1/8 1 X 4.X 3/8. SCREW ANCHOR cn?.) TUBE MULLION TUBE MILLION SILL CLIP 08 X I-1/2 SELF aTAPPING. SMS WWIINnOV_FLA MW Is (TP.) JAMB CYP.) SECTION t MILLION A-A'(5) -: 1 1/4' MIN. Q = _ a EMBEDMENT DETAIL s PRECAST'SD.L-HY OTHERS ol q CFOR ADDITIDriAL-ANC?ORS VFEN 1-GUIRED) Q+ 7. o 0 6 X 1-1/2 SELF to X 1-1/2 SELF SMS (TYP.) DE1B1Lfl MULLION. TAPPING SMS TAPPD6 SMS ELEVATI SECTION A —A Q) 'SECTION A -A (4) VIEWED FROM E)(iERJOR FLORIDA EXTRUDERS nOliAL INC A,C-PtAWMAMWsaxFD z,oxmRDA' rrrLe: : -- N - Z Co v VERTICAL MULLION SECTIOI3S M SEE THE.R.I SIDE <:SHEET:,:2 OF 2) FOR; FII• # DESIGN PRESSURE _GAPACITIES._, 18 2l'a MUVN BY: JBH _ - APPRiTYED' "T i 2':r= Y, •._ ,.; , r t. M IAM i=W- METRO-DADEMiAhlt-DA D E COUNTY. FLORI[ FLAGLER BUILDR BUILDING CODE COMPLIANCE OFFV METRO-DADC FI.ACCI.I:R nUILDIZ, 140 W1iS'17 VLAC,LER 5'1' EIIt, SUrtl- 16 MiAMi, FLORIDA 33130.1 s PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 VAX (305) 375.25 Premdor Entry Systems cxxrTRACCOR I.tCrNsrNr. SH.C.7t1 911 E. Jcferson, P.O. Box 76 (303)375.2527 VAX(305)37s•:.' Pittsburgh ,KS 66762 coNTj .%trrott utvtsa 305) 373.29" VA\ (305) 375 r touucr r co, rrttot. Divest, 305) 373.2902 MA.\ (3m) 372.6 Your application for Notice of Acceptance (NOA) of: Entergy 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 conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t' product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, 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 the requirements of the South Flor Building Code. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rate tcoangucz Chief Product Control Division THfS iS THE CQVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS BUILDING CODE & PRODUCT REVIENV C01TMITTEE 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. yto-ok Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06i05/200i Building Code Compliance 01'11c rr I Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCt.:: SI'L'Cwc 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 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1The Series Entergy 6-8 S-W/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dada Col 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 ofdoors and single door only, as shown i approved drawings. Single door units shalt include all componcnts described in the active leaf o this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang`such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4. 2 Hurricane protection system (shutters): the installation of this unit will require a hurri, 0rotcction system. S. LABELING 5. 1 Each unit, shall bear a pcn»ancrtt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERMIT.REQUIRMNIENTS 6. 1 Application for building permit shall be accompanied by copies of the following: 6. 1.1 This Notice of Acceptance 6. 1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly narked to show the components,sclected for the proposed instailatio 6.). 3 Any other documents required by the Building Onlicial or the South Florida Building Co. SFBC) in order to properly evaluate the install 'on of this systcni. 2) Nlanu 1 Pcrcz, P.E. Product Co CExan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0 i-0314.z5 APPROVED : JUN 0 5 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals.of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in 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 feel and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this 'Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be etiuse for termination and removal Acceptance. 9. This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCEP"M E Manu Perez, P.E.; Product Con?91 xam Produ 'ntrol Division s COP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing X 2'0" COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO 2V 2'8" 210" 3'0" 37 Not Listed Not Listed X0, OX, OXO COP-WL-MA0143-02 02-0419.08 Application Flied) 52.0 NO 2'8" + 17" 2'10" + 1'0" 210" + 1'2" 37 + 1'0" 3.0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 2.0 NO I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" IT - 3'0" + 1'0" 17' + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO i 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 21" 2'10" + 2'10" 3'0" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" : 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'tU" 3'0" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bui?ding codes specify the edition required. 5. Masonite International structural, cyclic, air, waler, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. P 202 & PA243. 0 Clakc-raft w..." ..,. IAR EK" falwb.elr,..w F11.1`"C#'^A1 F.P'i'hY IIC.t)"i N.w.T •jfMtl.w tw.r Bea.. D NrIU.VVI\ Gnu%nq J1art i9.?W o.. •o•w / o"•cpnbn"m9p•"aA+aa,xomlp,04nlcwmm,spwbo1b"s,anlpnmapoduo Masonite lnttrna lonal Corpo/anon 01134 subjta la Chit." w4houl wict. COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing X 2'0" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6' 218" — 2'10" 3'0" 3'6" Not Usted Not listed Arrang X0, OX, OXO t p 1 2.8- + 1'0" Masunile Inlernationall+ COP-WL-MA0163-02 a t 02-0418.03 Application Filed) D. Rating1 5.0 RaUd NO t 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 30"+12" 17 + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO I I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 210" + 1'2" V22" + TO' + 72" 2'6" , 2'6" + 2.6" 2'8" + 2.8" + 2T 2'10" + 2 10" + 2'10" j 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 1 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes i 1. Occr arrangements using fewer panels than what is shovm in the above chart also comply under the product approvals shown, 2. Assembly details are available from the Masonhe 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 a geographic location is determined by ASCS 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 0CCO protocol PA201, PA202 & PA203. U Oak .raft AR Cr. T`--^— r I.Ju..etr Inn I .U.,w :r .1 5 w'1NY lrOO."t HowTar.1 H"14r. Fnn O.:._ p r H ' 1 • 4'd /o, iWr rI{ • ri.w O..rlre O.ra ~ 1 i Oa coOww.,y VOQtam oforoeua Impr"v¢mem makes speCAco,om. dtsrpneno Drodac/ Masonite International Co r po r a t io r. dm4d ;e^,ecf ro thxw "itwl ranee. Glazed Units COPAUL-MR0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1 i COP-WL-MA0146-02 r 1. 2 02-0423.01 Application Filed) Rating... 40.0 Impact• P NO1 X 1 Arrangement Xv. OX, CXO 2'0" . 2'6" 218" 2'10" TO" TO3 0" Multiples 2'8" + 1 V Not Listed f 1 COP-WL-MA0148-02 Not Listed Miami —Dade 6CCO 02.0423.01 Application Filed) DPRaIinU 40.0 impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" f 3'0" + 1. 7' 1'0" + 2'8" + 1'C" COP-WL-MA0149.02 02-0423.01 Appiication Filed) 40.0 NO 1'0" - 2'10" + 1'0" 17 + 2'8" + 1'2" 10"+28"t10" 1'0' + TO" + 1'0" 1'2" + 2'10" + 17 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 30"+TO" +3'0" XX, OXXO 2 "+2,8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I 2'6" + 2'8" 2'10" + 2'1W TO" + TO" TV + 2'8" + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements usiq 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 Irlernalional website (www.masonite.com) or from the technical center. 3. Insta:'ation invections are available from the Masonite International website (www.masonite.com) or from the technical center. Acteai deslgn pressure requitement for a specific Cuilding 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, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. O akraff EK t —m .—sis rwr"v uoott% wdr.w.i.Owp.«Cv'D_. 2i. 20^2 wcwu: 01p 6.0 m.PMA.—KM :1N.e! spunfiz!4'f. cfs.r :i $f];.CI i4(: 1M3keu: UrI•vNr Iqn Ma fonite Intrrnational Corporation R cop-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing Masonile Internationalr.e COP-WL-MA0166-02 02-0423.03 Application Filed) r• 47.0 e , NOX Arrangement X0, OX, NO Singles (widlh) 2'0" 2'6" 2'8" 2'10" 3'0" TV Multiples (tvidth) 2'8" + 1'0" Not Listed masonite international COP-WL-MA0168-02 Not Listed Miami -Bade BCCO 02-0423.03 Application Filed) I)PRating 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'D" + TO" + IT 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 21" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak raffPak.. EK'" e'rNe.Mf l,it h:NrNY GOONS t*-T. —" ri.rpr D"D".n Awi 29.2DOt O..mr o.... Masonite International CorporationOwara"Mn0 tworamof roduat MWOvemenr maan aOW"iOm, dnron and woaNl OTW 301KI to thrVe dhow w ce. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing tional COP-WL-MA0101-02 Rliarni-Dadd BCCO 01-1031.01 O. Rating•. 76.0 NO tgftp. X 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples (tvidlh) 2'8" + 1'0" masonite international COP-WL-MA0103-02 Miaml-Dade BCCO 02-0109.10 Application Filed) OP RalinU 55.0 impaci Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'1On + 1'2" 3'0" + 1'D" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'40" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'1On+210"+2'1On 37 + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'1O" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'1On + 2'1On + 2'10" TO" + TO" + TO" + 37 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 entrylor impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oakcraff AR EK." YINR Nf 1.AfiS K.T" DOOMS tnv C-".. AW a 22, 2002 Ow'ont,nwnt, wo9ram of Wodutt mwovemenl make, smineat.Ons. Oesgn and WCdust otwt wmtl to tnarge w,trw wKt o-- Masonite International Corporation COP-L-MAOI 00-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing COP-WL-MA0121-02 01-1031.02 76.0 NOX 70" 2.6" 2'8" 2'10" 3'0" TV Not Listed Not Listed X0.OX, OXO 2'8" + 1'0" COP-WL-MA0123-02 02-0109.09 Application Filed) 55.0 NO 2,8" + 1,2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'D" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO I'D" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'D" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3`0" + IT2'6" 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0122.02 02-0109.09 Application Filed) 55.0 NO 2'8" + 21" 2'10" + 2'10" 3'0" + 3'0" 2`6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Qakcraff UJUE rGLASS VNYNY DUOkS N_T__"W-e—e..rrr D_ AP" 29, 2W2 Masonite International CorporationOurcWawmWOWemWom" W"Wownem makesspec'WK*Oee. Oesgn Wo OMMK1 6034 suoren to Cnrge wAhWe nonce. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangement X 1 2'0" r .: 1 COP-Wl-MA0106-02 02-0109.08 Application Filed) 70.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed i, XO, OX, OXO e mmr-flill 2'8" + 1'0" COP-WL-MA0108-02 r 1' BCCO 02-0109.08 Application Fled) 55.0 Impact1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + IV" TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 'IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 210" + 1'2" 17 + TO" + 1'2" 2'6" + TV + 2'6" 2'8"+2'8"+2.8" 2'10" + 2'10" + 2'10" 37 + TO" + TO" XX, OXXO 2'8" + 21" COP-WL-MA0107-02 02-0109.08 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-MA0110-02 02-0109.08 Application Fled) 550 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" TO" + 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 Oakk raff A,R EK'- E. Vety 1) Y0.1 U.— . a 0.i?9.?OOi Ov...,r 0.... ow COMM-9 0lbbMM 01 orobvct wvlof "Ml . kn IDeC,katol s. oesq" and o,oa"CI Masonite In t er n at i on a I C o r p o r a t o n Celia suble" 10 CKVge wMqul now I Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1 .(width) X 2ro" s , International COP-WL-MA0126-02 r• BCCO 02-0109.07 Application Filed) P Rating 70.0 1 . •. NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, Ox, OX0 Multiples tth) 2'8" + 1'p" masonite international COP-WL-MA0128-02 02-0109.07 Application Filed) Rating 55.0 Impacti NO 2'8" + 17 210" + 1'0" 2'10" + 17 TO" + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + IT 17" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TV + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109V Application Filed) 55.0 NO 2'8" + 2'8" 2'10" +2'10" 37 + 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" + 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 BCCO protocol PA201, PA202 8 PA203. 0 Oakcraft M'.. x..-- 1 +r+•x1RT a . v— A_R EK" 1.<, :rar Ir.m e1Me.k(i1.A5[ F..I MY DOOM[ H-XI.MN f*'w,, 1, Oea.. ,/'. rM I\ . Apra 29, 2002 Ov, COMM" OrOpraM OI Vo000 im01WMINM MakeS Spe OMMOM, tleS-9M and OrOEua Masonite International t o r p o r a t io n OeDd SWIeC1 ro Chiw" "imw MMke. X Unit TYR R UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR CountMinimumFastener 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Il al Width of door unit plus 1/2" Height of door unit plus 1/4" MID-wL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56,16) 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 08 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 April 29. 2002 0.,... o.... OW Co"onwnQ owpym of Wooua mWmtmtnt Mktt SMAKaMAS. oeign and oloduct Mad SuoKcl tomangeWOW notice. XO or OX Unit MID- R-MAooa3- 2 SINGLE DOOR WITH 1 SIDELITE UNIT 818" UNIT 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 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 08 and .i10 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 1-114" 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 ap,d29 2902 Masonite International Corporation Uw coon+.:,; m09,3"' u. n,wuct ,;r•o.anaM reaAet sueo,Kmm:f. des.Qn anc )'%Oct Wad suant to cnarpe "dno"t M"ce. OXO Unit MID-WL-MA0004-0 SINGLE DOOR WITH 2 SIDELITES UNIT 8VUNIT I5/16' 17-1/8, MAXIMUM ON CENTER TYR Minimum Fastener Count a 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two Z-1/2" long screws per location. Rough Opening '1 r 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 08 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Aprd29,2002 Masonite International Corporation Vu. CM'1 -n0 01014111 ul 1110d-' ,':r:"enµMu "WktS trrt0WNun•. OMwn ,,C p O.C, Otraa $mu6110 :cane! .4hW1 "A4t. 11ID-UUL-l17A0005-02Unit DOUBLE DOOR WITH 2 SIDELITES b CL TYP. TYR 1 i 3' TYP. TYP. t 1 1 1 t TYII 1 Il 11 1 11 11 I li 11 l 5'8' 13- f f f f f f Minimum 1iYil t 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0- UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 t8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.114" 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 property to transfer loads to the structure. 0 Apti129.200? Masonite International Corporation 0.1 com-" WopraW of Wod•n +"00v m marten sw,kalrods. d—r a" Wodutt d"M subWl 10 c"a"t -OW "I".r XX Glazed Inswing Unit COP-WL-MA0142.02 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". r Double Door Maximum unit We . 6'0' x 6'6' Design Pressure 52.0/-52.0 United water unless spectal threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements to a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: ao no ° 0 an ao an H an 100 Series W. 135 Series 136 Series 922 Series 1/2 GLASS: 0 0 on an na as na on 105 Series 106. 160 Series' 129 Series' 12 RA, 23 RA.. 2e RA. 107 Series108 Series 30e Series Series' this puss kit may also be useo in the following door style: Eyebrow 5-panel with scroll Oak raft r_ ARkE 1..1.....1.,. Wr-• I- r.en enl--r l FlUCROLASS EN7 My DOOR' N.n-T .wM iirr4r [nor Own /yRC„rw Vr,' n • Aptil29, 2002 Masonite International Corporation ow COMa`ume WWI -al Wod"I +nyoremMl mimes sllKa"enS, d"O end oredw dMa S ORO to Marge Wdh.A 1.0- XX Glazed Inswing Unit COP-L-MR0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 7 r 0O' 001 suits 4.10 Suks 109 series 114, 120, 122 IT2 Series 149 Series 300 Series Saks CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraff W ••h.1 Y TC.1 v ry r/«1rx Masonite International Corporation AR4EK I IIIIMI l \\\ lMl'"1' 1)1111N\ ND"i.vMii,re4+l lmr, dean April 29,2002 Ow comvn l Droeram of erodua + Wcvemem muses soecilkafbns, desgn end podud ZW WNW 1. 1., V Ah" .0,ce 0 XO or OXGOP-M-I'VIA01143-02 Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Single Door with 1 Sidelite Maldmum frith size . 67 x 6.6" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a spedlic building design and geographic location is determined byASIDE 7-national. state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: nn ao an nn on 0on 100 series t33. 135 Series 136 Series 922 Series 1/2 GLASS: n no nn on no nn no 105 Series 106.160 Series' 129 Series' 12 R& 23 R/L. 2e R/L 107 Series' 106 Series 304 Series Series' This glass 4d may also be used io the following door style: Eyebrow 5-panel with Scroll ee Oak. riff AR T EK'" .m UF:"l t \ .S Lr.rk ra"OKS W..T..WaY been 0-.rr aee•. AprilM2002 Masonite international Corporation der a!Opra" 01 1r0e0c11rWOIM"l .Wt%Lra:p VM1 a-v wratu 10 taanpe .."0 rKiKe XO or OX f tI I , Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a on as 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Sevier 300 Series Series APPROVED SIDELITE STYLES: 129 Sevier 200 Series 12R,12L 2A 23L, 450 Seeks 152 Series 149 Series 109 Series 120, 122 Series 300series 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 6EIC35 , State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakc aft AR 4 EK" .., PREMe.., c.i... April 29, 2002 Ow c0nbnoxle. gOpram 01 p,Odun gomuvemeol mtstS Spatikali00S, despn and wodK1 M a s o n i t e International Corporation dt V S''O'en 19 03.0e .000 nplKe oxo Glazed Inswing Unit APPROVED ARRANGEMENT: i O rt•,•rt.' n O Single Door with 2 Sidelites Maximum unit size - 9'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA014-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". 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 W-91 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: MM ads cam a0 no o0 0o 00 O o0 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n 0 ou ou n 0o no 00 0o 0o no 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 NL. 2e RrL 107 Series' 108 Series 304 Series Series' flits glass kit may also be used in the following door style. Eyebrow 5-panel with scroll Oak gaff AR k EK" ..1....1..,- I IUb"r 1.A\S uNIkV U00KS N-,.T..rn riMpnE,Wr Actit29,2002 Masonite international Corporation Out Con--ri oroera. or dloeoct -wo,,e. M mates SWdKafa"s, aespt, e d ofodK' delad wined to chanoe wilrwM no1M.e. Oxo Glazed inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa ao 404 Series 410Series 109 Series 114. 120, 122 152 series 149 series 300 Series Series APPROVED SIDELITE STYLES: 129 Sarin 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 series 109 series 120,122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 O ak raff AR EK'- ASSLASS LN11tV 000KM Nprix••M Faio.1YW I. Doe. MjC4400ff4.11_v, ,N n April29.2002 Masonite International Corporation00t0ftm "pr0e1N0 0l 01000C1 mVIM nCM "UkeS SOK'1KAQft Mien and pr00K1 6MA S001eC110 Ch nOt WO"Ut nOMt. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Say la i:, y e Double Door with 2 Sidelites Maximum unit size . 12'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and In"d resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the "lion required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: Q aL7o mT1 oil o0 00 oil nil 8 0o 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0o no 00 00 00 00 105 Series 106. 160Series' 129 Series' 12 RIL. 23 RA.. 24 R0. 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-patnel with scroll Oraff AR-4 EK'.o- FlutiNCLAN'\ l%hll'Nl' 0004% W. 1.i .d ni..r4u tr." hw. April 29. 2002 M a s o n it e International CorporationOurConlmumqDr0Ola1001DINUO -01010MIMI mares SDHANMgDS. OIS,OnSN Dr0CYt1 0".0 Sutoo 10 ("t wehw nol.Se V/\XC Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 110 404 Series 410 Series 109 series 114. 120. 122 152 Series 149 Series 300Series Series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 12L 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.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 COMPANYNAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR k EK" April 29,2002 Masonite International Corporation Ow can" 1"6garo dl pradutl M010n,ement MAO design and 9190uet deud swryecl to ("t wilh w n910. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site . 6'0' x 8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact tesistaM mquiremerds for a specific building design and geographic locafion is determined by ASCE 7-national, state orlocal buildingcodes specify thead" 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 00 doe Series Om nu LJ 822 series r 108 Series O ak,raff Wnol r to e.l ARkEK" r•.I.li..ly 1.0_ VIULXGLA\5 UN9fMY ..O.S w T,A .n. f6wr4w ewr D..nD. April 29, 2002 0, conl.nyme p.ogiam ofol000Cl . Movemem mpsls sM.fit3bons. des,an rnop'oMl M a so nite International Corporation otu+sublen to cralpe wlmoul nol.ce XX I Y ' t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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 Oakr,Taff ARkEK Oil....... f, Ptoc."Ll \ LNI N a SrrsUs Is r iw.. CO.— Aptd29,2002 Masonite International Corporation om COMMW" 1HOW3M 01 ppDeus ^oFwelneM DNsts speCOKMO.S. ets,r SM poetic% Otud suw to UJDpt *41,00 DOIKe XO or C)X t • ! Glazed Inswing Unit r APPROVED ARRANGEMENT: r O S'ai 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximumunit size . 6'0e x8'0e Design Pressure 40.0/-40.0 Untitled water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant rerrvlremerds for a specific bufldkq design and geographic location is determined by ASCE 7-national, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DIM go oa on series 1/2 GLASS: 0 00 e04 Series 108 Series U 0 ak-, kEKI` f.tturire lc 1ro•+ 1 a 1 c 'rl 1111E XI L \\\ l.Y'IX\'+I)llllX AR tapwTeayhlcM•tYllfwlr>oe.. p /C.. f— Apnl 29 2002 Oee r Ove•r M a s o n i t e International CorporationOurto,*n—g program of IXoouC4 rrl v—toim OWeS SDtCdKal % dtiren and Or0dOo1 00'. S.ogjt W CO'Oat —rota mbt{ XOorOX Oe AI4ct Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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 Oakcraff ARTEK" HOLNCMAAK LNYNY hilt)-{ NY, ie•e+ea Fbq%r b—rDer, a/r ^M Ow• t Dee., Apra 29.2002 Masonite international Corporation OW forNMnlq eropgm of Oro" Wo,,M,4 Ma1Ni 3ptt.,tNani. OtS.enad PIC" d"ad SUbfttl to C.Qe _rvoo wce. OXO O• rt 4e I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites MaArmenunit size - 9'0' lSO' Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Aclual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state Of 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: 1/2 GLASS: n 0o aoa Series DID 0o 00 822 series 108 Series 0 Oakc,raft AR4EK" I I01'.N('.LA%S LH'i'NV 01111N\ rw.A•...w aa«p„4w 0— Aprd 29. 2002 o•..... o.... M a so n i t e international Corporation Ow com-woo Dloeram a woolen w;l7m.emenl Maus SM11 a bons. oes.en Ono eloouu oelad SAW to coanee "ahow Sonce. oxo , , e , Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: y5' 1 Blo series 300 Series APPROVED SIDELITE STYLES: i a e50 series 852 sorbs 810Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). U-4 5 State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 O akcraff A_RkEK" VISERGLASS ENTRY DOOMS N_T_"W fawp•". t.wr Dean a April 29. 2002 o.. rr •ee., M as onite International C o r po r a t i o nowcommuneproeran01prooua + W"Mem makes SDKftabns. oeapn aM proeutl enact SugeO 10 eemee we•oul Mike. axxo 1 I I Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: rr 0 0 i Double Door with 2 Sidelites Maldmum unit size - 12'0' a 8V Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Design Pressure 40.0/-40.0 Linked water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressureand Nnpact resistantrequiremerds fora specific buildingdesignand geographic location is determined byASCE 7-WWnal, state or local building codes specify the edition repuped. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: DII] ao 00 822 Series n El 0o ega Series 108 Series O a "raft AR EK" 1'IUL'Nt:In SS LMrmv Uoows IJpw.7..w.e a>MrrPN 1—,Deer Apfll 29. 2002 oe. n o.... OM eemdly" Moefam 0l efod Ol VROvemtM maheS SMCdI0a11 n, Oesyn One Moduli Masonite International Corporation deUd Suelerrle Clfaee[ wdifoul WKt, OXX0 f f t t Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 "des APPROVED SIDELITE STYLES: r 450 Series 852 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 1-518" 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). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" f..,)•..), L T C/NINf \,\K\ I:N rM\ w)1)Nti No.rT .-I I-0NilaN f•br Dee" APO 29,2002 Masonite International Corporation OW C",An jtp pjoq n a prpeeCl •'•pO.tmMi mike, Softi itM onS. OtSpn Mp 1, dp l etl„1 S0It010 ~11t wMMW o tt a XACOP-WL-MA0162-02 Glazed Outswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maitim m unit We - 6'0" a 6T Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actwl design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-ralk 1, state orlocal buildingcodes specify the edition repaired: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: pppp Q tgon MM no as as as as as 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: UD El E, KI as as as as as as 105 Series 106, 160 Series' 129 Series' 12 RA., 23 R& 24 R& 107 Series' 108 Series 30eseries Series' This gins kit may also be used in the following door style: Eyebrow 5•panef with scroll Oak raff AR-EK'I,em 1 u n •'Icvl e•a r 1111 N14.\\,\lt."1 N\ Ur1UN\ r+a..fi.wNrpe.pa"4nrlDeer. Apr029.2002 Masonite International Corporation nW eo.,ft,.e DIOWA. W plodu-11oemeO1 ..%Is 6,SoeM pepun OeW %e Rcl 10 eOaNpf wA.W1 "Ke 1 1 Glazed Qutswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as tern 404 Series 410 series 109 Series 111. 120,122 152 SON 149 Sere" 300 Series Series CERTIFIED TEST REPORTS: CTLA•805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" 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 CRY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ,r,ait ARTEW 1'30L"l L NS LN r N \' UUt)"S Nonio•onW i4wpu t..", Dow+ /N,C / yN 1 7 April 29.2002 Masonite International Corporation owcoNnwdle 0,"e 0r pro01K1 +"w0•e.W mAn fOeM;CNb"S. aesron ANproduct ettiu Su0Mc110 twat "d00u1 "01.tt M t' I e I Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site = 6'0' x 8'0- Design Pressure 47.0/-47.0 UnAW water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a speNBc building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition i"Wred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series a 108 Series U O akfaraff ARkEK' (.tlu)r.lY I.u w 1'INtl NGLASS uN'rNs DOt)Ns N T--W rOawr k—Dssn Aprd 29. 2002 OUT Conhnwna WOWam 01 Prod ^WevemHd mutt %0K11Kalgns. asryn and 9,We l 0e1N1 sWgKl 10 Change .,Whop Mp , Yolc_ll 3/4' X 1-1/2' X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. — 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/21AG SCREWS.— OPENING HEIGHT DOOR OVER HEIGHT) 16W (4 BRACKETS) 9'X7' (3 BRACKETS) FOR 16' X 7' USE 1/4' X 3/4- HEX HEAD SELF DRILLING SCREW DETAIL D 2' 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. 63' (16' X 71 42'(16' X 77 54'(9' X 7') 16' X 7' 9' X 7') END STILES - FASTENED L-LOCS TO PANEL CAP OVER END STILES. UL C) 18 GAGE GALV. STEEL CENTER HINM-J `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHtRS. SECTION B—B P.S.F. DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT GAITVE32 POSITIVE NEGATIVE 8 -0 7-0 MOB 4 49 2 -56.1 9 - 0 29.1 33.3 43.7 -49.9 15 -0 7'-0 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 73$--% 19-1/2. 2 24' HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1p 2' r STEEL CENTER STILESBRACKETWITHOPTIONALS• MASS.r COLUMNS) 14GAL ROLLER HOLDER WITH C84TER HINGES USING (2) STR FASTENERS. __ 7lii1N ems• 7 DETAIL IBGA • 1 17sJ1 I111J191/11111 1 1,6,2f/1!l/f1}181 J71A\ 7• 1r71i"Ilt'i-l711 1i ri1 t Lu! ! Lji ! uJ L--i ti ROLLER DIA. LONGSTEM.' 4 sL>tIf Tn ealas>®Ljt®I,fi!!•tllllt•t!•t llo STEEL8' AND 9' WIDE DOORS itJtl t= 7t1! U 1 U ; r=a ' u I u su r 2- RMlER WITH 7/16- Dik SHORT STEM. 111i I(Ilf(®11111-IIIf11 I11fI IfI111•I I®Ii STEEL•'--:.ice=•Jy':"`'— 'L:..'!' zJs SEE DETAIL S 14 r as• •. . OPTIONAL r z a SLIGHTSSEE TOTAL• a OPTIONAL 4' X 16' AIR VENTS;_r 1e rat1 i 60 TOTAL OPEN AREA)• IN. MIN. ' t t 1 (ice ! i OPTIONAL- a^-------- -•. i ATTACHED' STEEL LONG HEX HEAD SELF f DRILLING SCREWS._ Ij • a- VOUICAL r-20 GAGE 1 CAP (SINGLE CAR) 20 GAGE END STILES 2' POLYSTYRENE WSULATIDN O OPTIONAL FOR MOD. 724 AND 730<9> O Oi 13 GAGE GALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. LK FOR A 16' X 7' ExUSE ONE DETAIL C SECTION A —A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THETABLEABOVESBCASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT. ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE V. 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR 1THER LOCATIONS. I110oR5 SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SEC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE, INCREASE IN PRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. ' ID STILE. CAP AND RAIL. TYP PLACES. V AND USE LONG STEM ROLLERS. t/1 WE ALLNON—DESCRI THE FASTENERS SHOWN TO BE 1/4_—20 X 5/8' HEX BOLTS do NUTS OR 1/4X 1/ 27 LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/ 02 KDD 3%f f £ F 2413 1/25/02 WILLIAM T. DEMANN,4i; t E 2137 2/9/00 Consulting Structural EngFoe& D 1724 6/24/97 1140 A1dermn Street • C 1549A Clermoirt, FL 34711 - a 1549 352) 242 - 0100 A 1449 9-8-95) hT.c..a..) NOTE: GLAZING DOES NOT SATISFY IMPACT 1366 11-01-94)(SCATES DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV CENTER SIRES rt CENTER HINGES (1 COLUMN) 1. 2W 3' 2. 75' --` DETAIL A 3' 20GA WIDE STRUT 3' 18CA WIDE STRUT P.O. BOX 13M MAUMf211 AR R R 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 1o1ss3—e, s WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 0150%_ MPH, FBC FRAC.t 1/4 DEC. t .01 ANG. t 1' SC E F LEVEL DATE: DWG. NO. 9/14/94 00-0-033 SC ALE DRNR SHEET IOF 3 r OPENING HEIGHT NOT OVER DOOR HEIGHT) 15' 15' 13 GAGE MIN. GALV. STEEL 1/4' X 1/2' LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRNIGE BOLT do NUT FOR 16'X8' FASTENERS fASTEN TO WOOD JAMB WITH 16GA. GALV. STEEL ON 9'Xa'.- 5/16' X 1-1/2` LAG SCREWS. t7 TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2' GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4' X 3/4' FOR 18'X7' k f8 XB' 16G0. 16'X87 HEX HEAD SELF SEE TOP BRACKET 13GA. On7'. DRILLING SCREW DETAIL D ON PAGE 3 USE Two EXTRA 18'X8'} r16' X 8' do IV X 8' DOOR SELF DRILLING 63' 42' (18' X 48' (1W X 48- (16' X 48' 10' X 33` (1W X 39' (18' X eI 39` (9' X 8l 21'(18'X7324` 18' X 6' 24• (16' X 87 24' (10' X 87 63- (IS- X 7') 72' (18' X 87 72` (16' X 87 72'(IV X8') X 7• X a'3 X a.) 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735--% 13- X 77 Ib' x 8•} f- 19-1/2'• 21' OR 24' HIGH PANEL GALV. 8 STRUTS - 3' 18CA WIDE SEE DETAIL A) LOCK 2' ROLLER WITH 7/16' D1A LONG STEM. SCREWS THROUGH TOP AND BOTTOM SEE DETAIL TIRE STEEL 10 BALL LEAF OF HINGE 18' X 7' 8 18• X B' DOOR END SI E USE ONE EXTRA SELF DRILLING 1' HURRICANE ROLLER ON 16 X8, 18'X7 LH. SCREW THROUGH TOP LEAF OF WITH 7/ LONG 16-DUL 8 18'X8'. HINGE ON 10'X8'. TIRE STEEL 10 BALL 9' X 8': IWX 8' 20GA. END CAP, NO RIVETS. 9'X8' 2' ROLLER WITH 7/16' DIA. SHORT STEM. 16' X 8% 16GA. END CAP & RIVETS. 18' X 7' k 18' X 8': 13Gk END CAP do RIVETS. 14 GAGE GALV. STEEL END HINGE RANATTACHED WITH 4. 5. OR 6 SCREWS. SEE DETAIL C. t 16'X8• & I8'x8 DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE GAGE 6 STRUTS - STILES 3' 18GA MADE SEE DETAIL A) LOCK OPTIONAL-- 5•, 9' X 8' ((3 BRACKETS 16' X 8' 4 BRACKETS)) AND PRE- PAINTED STEEL 2• GALVANIZED STEEL STRUT. OPTIONAL SSB GLASSATTACHEDWITHt/4' X 3/4' 10 X 8' (4 BRACKETS 18' X 7' i8' X 8 7 BRACKETS) 7 BRACKETS)) 26 GA ALL MODELS EXCEPT LONG HEX HEAD SELF 20 GAGE END SIXES - FASTENED 750 MODEL DRILLING SCREWS. 2 PER VERTICAL STILE) 4WITHTOG-L-LOCS TO PANEL USE END CAP OVER END STILES. 1FIM3/8' POLYSTYRENE 3' 2 GA WIDE SEE DETAN C} INSULATION OPTIONAL SEE DETAIL A) FOR MOD. 724 & 730. 4`X 16' AIR VENTS 2) REO'D. BBOTTOMV. BRACSTEELi ATTACHED WITH 3 60 SO. IN. MIN. 2• FASTENERS 16'X8 }: TOTAL OPEN AREA) 4 FASTENER$ (18'X7' C j•• 1a XB. 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B 2 FASTENERS (9 X8•) AND (10'X87. ATTACHED WITH 4 FASTENERS. SECTION A -A20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - I f - 1.25` TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE 3' DOOR SIZE PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0' 8'-0' 25.5 29.1 38.2 43.7 70'-0 8'-0 33.d 36.9 49.6 55.3 16'-0' W-O' 24.3 27.3 35.5 18'-0' 8'-0' 27.3 30.7 41.0 45.0 18'-0' 7'-0' 27 3 30.7 41.0 CENTER STILES h HINGES (1 COLUb SEE DETAIL C- 4'x 16' AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL.. ALTERNATE CONSTRUCTION USING (2 STRUTS. i- SINGLE CAR) f8' (DOUBLE CAR) 4'X 16' AIR VENTS 4) REO'D. OPTIONAL 120 SO. N. MIN. TOTAL OPEN AREA) OPT0 AL SS8 GLASS LIGHTS 16' (DOUBLE CAR) OPTIONAL SSB GLASS 4'X 16' AIR VENTS f 2) REO'D. B 60 SO. IN. MIN. TOTAL OPEN AREA) NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4' X01/25LONGIXHEX HHEEAAD SH T AUTSWTALSCREWS. CENTER STILES do HINGES (1 COLUM 2.75' -{ 3 l '` f G 2422 3/5/02 KDD DETAIL A I . F 2413 1/25/02 MODELS: 3` 1WGA WIDE STRUT WILLIAM T. LINDEMANW', P'j`. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURESLISTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HWHT, ROOF PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HMHT. ROOF PITCH > 1O'. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS CAEATER THAN THEINCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER., Cdns110 ng Shdural 1140 Anderson Street ClerrRont, FL 34711 `' 352) 242 - 0100 NOTE: GLAZING DOES NOT SATISFY IMPACT 1 ureRis REQUIREMENTS IN 2137 2/9/00 1724 6/24/97NB1549A 1549 1449 9-8-9a) 1366 11-01-94 REV. E.C.N. DATE B CUTTER STILE UMNS y CENTER HINGES (5))CCOLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS • W STILES HINNGM (( COLA P.O. BOX 13858 MAUMELLE, AR.. VJ]MSOR 72113 562-1872 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 10199: - 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH. FBC LEVEL I DATE: 9/14/94 PLOT SCALE 1=1 DWG. NO. 99-B-033 SHEET 2 OF 3 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2- LAG SCREWS. 2- GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE13GA. (i6'XSJ 1/4' X 3 4GA18'XHEX HEAD SELF DRILLING SCREW DETAIL D OPENING JAI HEIGHTNOT OVER 0" ill, 8- (1E HEIGHT) 8- (1E 8'( 1( 39" ( IS- X 8-) 39' ( 9- X 8) 72'( 18'X8 72- ( 16' X 8 72-( 10'X81 63' 18' X a, 63- 9. X a7 I X X X 13 GAGE GALV. STEEL 70P BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. DDNOTE: 16' X 8' USES TOP BRACKET ON SKEET 2. 16' X8'& 10'XS'DOOR 2" ROLLER WITH 7/16" DIA LONG STEM, TIRE: STEEL 10 BALL 18' X8'DOOR 2" HURRICANE ROLLER WITH 7/16' DIA, LONG STEM. TNW- STEEL 10 BALL 9' X8' 1" ROLLER WITH I 7/16' DIA SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4. 5. OR 6 SCREWS SEE DETAIL C. 24- ( 1E{ X 63 STANDARD FOR I MODEL 735 24' 16' X 6 24- ( 10- X 81 ® 16•XS' E 181X8' 1s• — POP RIVET TOP AND 18'XS) BOTTOM OF ETNDCAP 19- 1/2- 21" TO END STILE OR 24' HIGH PALL GALV. AND PRE STEEL 1- GALVANIZED STEEL STRUT. 5" 10' X 8- 14 BRACKETS; 18' X 8' €7 BRACKETS; 26 GAGA ATTACHED WITH 1/4- X 3/4- MODELS EXCEPT LONG HEX HEAD SELF 20 GAGE END STILES -FASTENED 24 EL MODEL DRILLING SCREWS. WITH TOG-L-LOCS TO PANEL 750 (2 PER VERTICAL STILE) USE END CAP OVER END STILES. 1-3/8- POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 k 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2- FASTENERS (16'Al. f 2 FASTENERS (9'XSj 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (10-X87. ATTACHED WITH 4 FASTENS. SECTION A —A 20GAGEGALV. STEEL CENTER STI.E ATTACHED WITH TOG-L-LOC OR POP RIVETS .I 1.- TOPANELS. 1 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 OTTERS. DOOR SIZE DESIGN PRESSURE PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE TEG,ATIVE 9'- 0' s::r 25.5 29.1 38.2 43.7 10 - 0 8 -0 33.0 36.9 49.6 55.3 16'- 0- 8'-0" 24.3 27.3 36.6 41.1 1 - D' 8' 3 30.7 41 0 AA n USE FOUR FASTENERS ON 9'XB'.- USE TWO EXTRA SELF DRILLING LUCK OPTION SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA SEE DETAIL LEAFOFHINGEAND END STILE, SELF DRILLING ON 16'X8 AND LHi. SCREW THROUGH 18 XB`. TOP LEAF OF HINGE ON 10'X8'. 9 X 8': 10'X S' 20GaA. END CAP, NO RIVETS. 16 X 8': 16GA. END CAP k RIVETS. 18 X 8': 13" END CAP & RIVETS. RAIL ENDGAGE STILES0vl DETAIL C OPTIONAL SSB CLASS umns-- ' 4(- X 16' AIR VENTS l 5R M. Ili TOTAL OPEN AREA) 3" IBGA Ih SEE DETAIL L. 00ILOPTIONAL - SEE DETAIL C 4' X 16' AIR VENTS 4) RE". 120SO. K MK t OTALOPEN AREI) OPTIONAL OPTONAL SSB CLASS NOTE ALL N 20X 5/B TIVEHEX ASASTE NE RSSHTO BE 1/ 4• X 1/2- LONG HEX HEAD SHEET METAL SCREWS. p 2.75• — 3° G DETAIL A F 3_ I8GA WIDE STRUT WILLIAM T. E DOORSSHOWNONTHISDRAWINGHAVEBEENDEMONSTRATMTOWTTHSTANDTHEPRESSURESconsultingstmacturalEngineer;" ' USTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH. 15' ROOF HEGff, ROOF II40 Anderson Street D ITCH > IT, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE W. ® CIeR!GT t, FL 341I1 C 30' ROOF HEIGHT. ROOF PITCH > IT, 2' OF DOOR IN END ZONE. B ENGINEER ANARCHITECTORSTRUCTURALMUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242 OI(i0 ,``` A THERLOCATXW. *-- , .1 DOORSSMALLERTHANTHOSESHOWNWILLWTTHSTANOTHEINCREASEDSBCPRESSURELOADS. NOTE GLAZING DOES NOT SA1SF1(IMPACT GIVENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THIN THE# #,GLAZN REQUIREMENTS NONTSIN FBC INCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER.' REV 3' 2422 2413 2137 1724 1549A 1549 1449 1366 E. C.N. 3/ 5/02 } KDD 1- 01— DATE 4- X to AIR VENTS 16' (DOABLE C" 4) FWD. 120 SO. K YIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL. SSB GLASS 4 X16' AIR VENTS tREOID So. RI. MIN. AL OPEN AREA) 6 0 CENipt HM6PS) COLLMIS ALTERNATE maSim USEiG R C" oPTI01NL IV P. O. BOX 138W S® R DOOR MAu 72113 AR 1(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: IOIN- 8, 9 VlNDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH. FBC NEXT LEVEL DATE: DWG. NO. 9/14/94 99—B-033 PLOTSCALEDRN11= 1 CDR SHEET 3 OF 3