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225 Clydesdale Cir - BR04-000359 - SFRPERMIT ADDRESS )(95 t.\ CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE v SUBDIVISION PERMIT # 0435CA_ DATE I ' 1 "®3 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE t7 tj ti 0 0 H trJ - CERTIFICATE OF OCCUPANCY / COMPLETION v"This is to certify that the building located at 225 CLYDESDALE CIR for which permit 04-00000359 has heretofore been issued on 11/19/03 has been completed according to plans and specifications filed in the office of the Building Official prio to the issuance of said building permit, to wit as complies with all the building, plumbing, el ctrical, ping 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 Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In 3 a4 04 M. ,_ c, J Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage .aLkk_')y L2 Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway _ Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 1/21/04 20.00 01-APPLCTN FEE -ELECTRIC 1/22/04 20.00 01-APPLCTN FEE -BUILDING 11/19/03 10.00 01-APPLCTN FEE -MECHANIC 2/13/04 10.00 01-APPLCTN FEE -PLUMBING 12/22/03 10.00 02-ENGNG DEVLPMT FEES 11/19/03 10.00 01-FIRE IMPACT - RESIDENT 11/19/03 59.27 01-LIBRARY IMPACT FEE 11/19/03 54.00 Yes No ADT)'PnVAT, PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 225 CLYDESDALE CIR for which permit 04-00000359 has heretofore been issued on 11/19/03 has been completed according to plans and specifications filed in the office of the Bui in9 Official p ior,to the issuance of said building permit, to wit as C: complies with all the building, plumbing, eY-ectricalCj zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 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 11/19/03 279.61 11/19/03 91.93 11/19/03 12.27 11/19/03 847.00 11/19/03 12.28 11/19/03 1384.00 11/19/03 650.00 11/19/03 1700.00 G) OWNRR BUILDIN IAL / DATE— CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/19/04 04-359 225 CLYDESDALE CIRCLE BAKERS CROSSING 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. Xngineering Public Works Utilities Fire zz o5 N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 77 ill Voll t rLat y r i r..r' Iq CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPEC'TION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PRONE #: 3/19/04 04-359 225 CLYDESDALE CIRCLE BAKERS CROSSING TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A Public Works )00 Zoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 03/24/2004 17:00 4073022549 UB CITY OF SANFORD. FL UTILITIES DEPARTMENT REQUEST FOR FINAL REINSPECTION PAGE 02 DATE -2- Y 0 ADDRESS .2 5C 2 CONTRACTOR THE BUILDING DEPARTMENT HAS PREPARED A C..OI' 0.-.' FOR - THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS' DENIED DUE TO. UTILITY RELATED ITEMS. THE CONTRACTOR IS.REQUESTINO A. REINSPECTIO.N OF* RELATED ITL.MS AND IS NOW AS FOLLOWS. INSPECTOR I 1 1 o 0 1 1 f c V) I I 1 1 1 CERTIFCATE OF OCCUPANCY 1 1 1 REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** 1.1 , ; 39: v I DATE: 3/19/04 v+ a AC) 1 1: PERMIT #: 04-359 C ADDRESS: 225 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: TOM 407-321-2797 ° The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public 7ksUUtilitie17A. IS CONDITIONS: ( TO BE C— — Fire I Zoning Licensing ONLY IF APPROVAL IS O/ e qQ N/ A N/ A N/ A FEDERAL EMERGENCY MANAGEMENT AGENCY w . NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICAT Important: Read the instructions on pages 1- SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME i D.R. HORTON BUILDING STREETADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTEAND BOXNO. I 225 CLYDESDALE CIRCLE O.M.B. No. 3067-0077 I Expires December 31, 200E 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 62, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.##### NAD 1927 NAD 1983 1 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 88. FLOOD ZONE(S) Zone AD, use depth of flooding) 1202940045 E 4117195 4/11795 A 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. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise 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 forwhich this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3: aA below according to the building diagram specified in Item C2. State the datum used. If thedatum isdifferentfrom thedatum usedfor the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Doesthe elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 29. 4 ft.(m) o b) Top ofnext higherfloor N/A. _it.(m) Cn CD Q o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o 0 o d) Attached garage (top of slab) 28. P.0) E a o e) Lowest elevation of machinery and/or equipment W Ca servicing the building (Describe in a Comments area) 28.6 ft.(m) E i o 0 Lowest adjacent (finished) grade (LAG) 28.2 ft.(m) Z ,' o g) Highest adjacent (finished) grade (HAG) 28. 6 ft(m) d o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o t) 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. N CERTIFIERS NAME :GALEN K BELL LICENSE NUMBER4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. a ADDRESS CITY STATE ZIPCUDE 320 E. SOUTH S STE.1 ORLANDO FL 32803 SIGNATURE U DATE TELEPHONE 3/24/04 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit; Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number LARGO 225 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketchorphotograph.) E2. The top of the bottom floor (including basement orendosure) ofthe building is _ ft.(m) _in.(crn) 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 orelevated 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.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. ForZoneAO only: Ifnoflood depth number is available, is the top of the bottomfloor elevated inaccordancewith 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 FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNERS 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 ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken fromother documentation that has been signed and embossed by alicensed surveyor, engineer, or architectwho is authorized bystate or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community fioodplain management purposes. G5. DATE PERMIT ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _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 COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions r- - PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 62, 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). 01 A=8-00'42" R=125.00' L=17.48' CB=S83'50'09"E C=17. 46' CLYDESD ALEPTR C/RCLE N79.49'48"W 50 RACp -Wy 68 a=9'46'27• . R CEN ' RCHT_OF" Ay PC 1 .06* CB=S84'43'Ot"E17.04' PT WA is 58.41' S79-4ZI N, LOT 61 tit _-_-10' UTILITY EASEMENT LOT 62 C 17.5' 3' 4.9 COVERED ENTRY WALK IS 16.0" ;: 1.5' OFF- - CONCRETE- N DRIVEWAY. 17.5' -+ ONE STORY a CONCRETE BLOCK xa WOOD FRAME rn RESIDENCE a o FINISH FLOOR q ELEVATION=29.35 N 4- LOT 63ozZ 0 V) 40.0' 17, 5' 17.5' LL I CERTIFIED TO AND FOR THE '-------'- zWA.gar EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. ry L FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA FADI GHUMRAWI AND CHERYL GUMRAWI FIRST HORIZON HOME LOAN CORP NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-19-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. WITHIN 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCALF.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY AS FURNISHED BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 62 AS BEING S00"42'26"W PER PLAT. FIELD DATE:) 12-23-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si I JOB NO. ASM42680 FOUNDATION FINAL 3-19-04 CKB DRAWN BY: PLOT PLAN 09/25/03 SDO 0 20 ENVIRONMENTAL CONTROL EASEMENT I WALL IS N89'35 18 W BRICK WALL 8 75.00' TRACT "I" LANDSCAPE BUFFER 11" = 30' GRAPHIC SCALE 0 15 30 LEGEND BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC LB #6393 (03/19/04) RIGHT Of WAY LINE 4 EXISTING ELEVATION 0 FND 1/2- IRON ROD AND CAP LB #6393 (03/19/04) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL. POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED. PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP A/C TYPICAL AIR CONDITIONER - S/W CP SIDEWALK CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH - - OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING &MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L3y6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR] BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA FORD THE FIRM K. BEILL PSW #42k4 DATE d L, r.' rp, it It Y:. 0161, uar t Crff OF SANFORD PERMIT -PPj.j Permit # 014 _ Job Address: a Date:. Description of Work: Historic District: Zoning:: Value vf Work: S Permit Type: .Building Electrical Mechanical Plumbing Fire Sprinkler/Alaer,: Electrical: New Service — # of gA4PS Addition/,Alieration Change of Service Ternportiy Pole Mechanical' Residential '' Non -Residential Replacement New (Duct Layout 4k lipergy Cain= Required.) Plumbing/ New Commercial: # of Fixtures # of Water cc Sewer Lines Vof Gas Lines Plumbing/Now Residential: # of Wei iClosets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA forth rectuired fir o(0).tx t:lkara X) Parcel #: I(Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name &"Address: w Phone & Fax: Bonding Company: Address' Mortgage Lender: Address: 4 Arch itect/Engineeri Address:,._- _ Phone: ate License 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 w flit issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 ceriffy that all of the foregoing information is accurate and that all work will be done in compliance with 'All applicahrlt: law:: roof jj ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL), R, ' Y e i 1Pf TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A14 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 perruts required from other governmental entities such as water management districts, state agencies, or fcd(nral agencies. Acceptance of permit is verification that 1 will notify the owner of the property ofthe requirements of Florida 3. Ei7 cj 2004 Signature of Owner/Agent Date Si atu.Lagrit actor/Agent Date `+ AbAE- RTG. DELLO RUSSO Print Owner/Agent's Name nt Contract r ARen ' N e r 1AJASignature of Notary -State of Flonda Date Signature; of No_ v-State of londa Date O kner/Agent is _ Personall.,:,non to Me or Contractor/Aga.: i5 _ Personalf\' Known to Me or Produced ID Product,` :D APPLICAI ION APPROVED BY: Bldg: tInitial & Date) 1-,) ccConditions; Zoning Initial & Date) Initial K Date) (Initial & Dat; P '; w MiH' NDA C. TI1`RNwR 1, F EXPIRES: Jwjo 14, 2007 Corded Thru Notary pq,ljc Undanvriters CITY OF SAiVFORD TERMIT APPLICATION Perarria tt .Ll Im ate: Job Addressff CODescriptionof -- , - i R 8+tFf r Historic District: Zoning: Value of Work; S 90pq Permit Type: Building Electrical Mechanical Plumbing. Fire Sprinkler/Alara Fools Electrical: New Service — u of PS - Addition/Alteration Change of Se -A ; vice Tempoft y Piaii€ , Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Requflredt) Plumbing/ New Commercial: # of Fixtures # of Water & Server Lines ;i of Gas, Lines Plumbin"ew Residential: # of W r Closets Plumbing Repair— Residential or Cornniere-vol! Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for o*hc: 6:1}ata X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &'Address: A ZtRw w.no0(1MMTTtCT QT'RT.*L•rtr QTTTTi I]Zaie License eumber-W- • . 'RR Phone & Fax: T:A.KE MARY FT ORM tc '4R&V%4c a., r P .3 . is rj * ?'i° . C G3/ Bonding Company: Address' Mortgage Lender: Address: -- - - — _- - _- - -- -- - _ — --- -- _ - - - ArchitecUEngineer: Phone: - Address' — Fa-x: " Application is hereby made to obtain a permit to do the workand installations as indicated. I certify that no work or installation has corru ricrced prior u; tfte issuance of a permit and that all work will be perflonnned to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTR_iCAL 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 on in co r lance with'ali`applicablc i w:, rc jtJi,:tingconstruction and zoning. WARNING TO OWNER: YOUR. FAILURE TO RECORD A NOTICE OF C10MNS NCEM NT MAY RtSUL' ,l Y () I J)'<) A °YU-46TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, SU WITH YOut LE ER OR!): ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions plicabl this p perty that ma four ixi, die pubdir.' otds of this county, and there may be additional per unitsrequired from other governmental entitie such as er gement dis state ' encic., of f i- sh al agencies. Acceptance of permit is verification that I sell notify the owner of the property oft requi n f orida Li S 713: JAN 1 6 2004 Signature of Owner/Agent Date B RT G. r/ DgELLO RUSSO Date. Print Owner/Agent's Name ii Pn[ Contractor Aeent's Na t Signature of Notary -State of Florida Date Signature of l o_a-State of Florida Date Owner/ Agent is Personalh :<no\\n to Me I'ersonaii,' Me orContractor/Ac:-: a Known to or Produced ID Produces APPLICATION APPROVED BY: Bldg: Zoning - Lr::i::es: FD: _ nitial & Date) Initial & Date) (Initial & Date) (lirtral 6_SDDat_ i C TURNERci ! Conditions';F_ PlIRINUP 1' i inr.i a rlil 19P93 B fU, tjVii0 o 1yUao 11 .?ram s ue` 5onde Thu No.ar, Poo, Urr ^' _J 03/24/2004 13:22 4076715482 WINTER PARK PAGE 01/01 ale insulation A Mn8CO Company CERTIFICATE OF INSULATION Builder. D.R. HORTON HOME$ Job Address: 225 CLYDESDALE CIRCLE Subdivision: BAKERS CROSSING Lot: 6212 STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the thermal insulation has been Installed in the above referenced building in accordance with good construction practice. The Insulation furnished is of the type, thickness and R-value set forth below: MASONARY WALL: EXTERIOR FRAME WALLS: TYPE: --- TYPE: BATT THICKNESS: --- THICKNESS: 3112" R-VALUE: — R-VALUE: R-11 SLQLCEILINGS: FLAT CEILINGS: TYPE: BATT TYPE: BLOW THICKNESS: 6 1/4" THICKNESS: 5.135" R-VALUE: R-19 R-VALUE: R-19 FED ID # : 59-3214406 ORANGE COUNTY LIC #: 5000005850 OSCEOLA COUNTY LIC #: 50010062753 KISSIMMEE LIC #: 46440 O6irlianl geget1.heimef Authorized Signature 03/22/04 Date 6825 STAPOINT CT - WINTE.R PARK, FI, 3Z792 - (407) 678 - 9451. - VAX (407 671 - 5492 r— --- — — — - — . — — — . 5-06-203 7:09AM i-: RUM VI"!,,,....: CITY OF SANFOkD PERMIT AFFLICATION D a tC : --L-12 ry 1 //,)7/ 2- — Job Address: Description of Work: -r-, k Vialue of Work: S Historic District: 7,nning: F Pool" ritical i".k:L Fmechanicalplymbing empCh4.ngc of SMipc Tol-W Pole 4 t_;r vice -mrIc1: New i0p. 1. 6dd*jjorn/A-lIera(j9.n i 4 - I ial New — (Duct Layout Energy C701C Req-; r cd) R C 5 id r, ReplacementMechanical: Residential _, Non Plumbing/ New Cornmeroxi: A or Fixtures 01, WaleT & Sewer Llncs— o of G-,Ls lintsPlumbinVINewResidential: N of Water Closels.- p . lumt>jag Repair— Residential or Commercial Occupancy Type! Residential Con-urnercial Industrial Total Squire Footage, Construction Type 0 of Stories: ss of Dwelling Units: .,_ Flood'Lout: (FEMA form rtquirLd for othcr tnsn Attach F;-Q( of Ownership Q Ll.gisl D,-)cr'P - 00n) Ud J. owncra Name '-)--2— phnnv Contractor Name 6t Addres4: -3-2,:'7 Lj stsitc Livvnic Null' cr Yhone & Fax: Contact Person Bonding (:nmp3ny: Add-ss-: Phont ArchiivcVEngineer Fill: Application is hereby mode to Obtain a permit iu do 1hc work 3nd in ulla(ims as indicated. I ceTlify that no wtrr of lnSLjlj)non hgs (;on-vnenc%0 pno: toissuanceorapermitandthatallworkwillbeperfnrrncdtomat, 3isDd&jds or a I I Laws ir e gulsit n lit oorutru c tion in hiss j un J i c 6,),n I V n 0 M t- ol: th' permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, FOOLS, FURNACES, BOILERS, HEATERS, TALKS, and AIR CON I DITIONT-R$, ctQ. ol'the foregoing inrorrnAnon ii, LccuraLe and a-ul all * will be done in con-q)AAN wId) OWNER'S AFFIDAVI : I C,-MifY that Ill r MAY R-ESUL1 N YOLcon3uuctionandzoning. WARNrN0 TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE."FNTWICEFORIMPROVEMENTSTOYOURPROPERTY- LF YOU INTEND TO OBTArN FfNANCNC, CONSULT Wn-H YOUR L,NUER OKATTORNEYBEFORERl;iCDRDI`NO YOUR NOTICE: OF COMMENCEMENT. of thin permit. there may be uddi onal restrictions applicable to this property' Out troy be fovf,o in (ric puoh, rr,:X s C', NOTICE: In addition to she requirements crMits mquircKi tmm other itoycl-rimcritAl cnnirit;4 soch as —&T m4nogofi-itri( OtSMCLS, SWC 4MCle 5, Of this county, and there maybe addiulanal P Acccpluncc of permit is vcriticution ih;ii I will notify the owner of the proi;lc-nY uf the rtqUifemcnL,S of 1.1orda Li 'I L-3-1 Duic Sit;ntiturt of Conn -actor, Signature urOwnt:r/Agcr,( All print CVnrraCjo0Al;cnt*.s NjAc Print Owncr/Agcnt's N.inic i..nt . U'. C n F n— I i;1I *1U-11 0f", 1111I Sn urc r"ll is pet jk,rjjiiy Kj,,,,,n it) M )j I A . I IQK A III 1 (0V C., D H Y: II Id ljdhlt, kil" tO P< i:l;d Cot Idilioll] Marie A. Zettlenloyer. wl! pu Commission 4DD221390 Expires: Jul 15, 2007 Bonded Th Inc AtlanticBondingCo., 10-03-203 9:52AM FROM P.1 n G CITY OF SANFORD PERMIT APPLICATION Permit # : 0i, Job AddresS: KicyIi Q l ' l lily .1-0 (1 (l•1- i n- Description of Work Historic District: Zoning: 'Value of Work: S _ O 0C, _ 4 e w V, o rzt qq Permit Type: Building Electrical 3,. Meoht{nical Plumbing Fire Sptinkier/Alarm Pool Electrical: New Servior —# of AMPS Addidon/Alteration Change of Service Temporary Pole Mechanical: Residential Non-Residendal Replacement New (Duct Layout & aetgy Caic. Required) Plumbing/ New Commercial: # of Fixh,res # of Water & Sewer Linos # ofGas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: C;onstrucOon Type: # of StO(iei: # of ))welling Chits: Flood Zone: (YEMA farm required for ort>cr than X) Parcel #: / (Attach Proof ofOwnershlpy& Legal Descripti e on Owners Nam & Address: r /1/ , //1 ( j 4u go S o U P '2 C n ( ry A u G 3 _ Phone: V6"'7- Contractor Namc & Address: l[/n Ttd,2 rzii r/i j C is t Stlatu License Number: E e-,;y e-p S., PhoneFuz: D' - O-fl.OMact Ptrson: 4 ,iyri Phone: Bonding Company: Address: Mortgage Lcndcr: Address: Arch; teCVEngincer: ('hone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify t)tal no work or installation has commenced prior to the wuanceofapermitandchatallworkwillbeperformedtomeetstandardsofalllawsregulatingeonstrvctioninthisjurisdiction, I undersuind that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. WN ' S AFFIDAVIT: I certify thar all of the foregoing information is accurate and that all work will be done in compliance with all applicxhlo laws rc.guladngconstructionandZoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEYBEFORF, RBCORD(NG YOUK NOTICE OF COMMENCEMENT, NQT_ LC E: 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 govcmmenwl entities such as water management districts, state agencies, or federal agencies. Acccptancc of permit is Yerification that I will notify he owner of the property of the requirements of Florida Lien Law, FS 713. may Signa[UN of Owner/Agent Date $icnarurc of Contractor/Ag,,t Datc PrinrUwncf/ Agent's Namc- s Duo. — Z —A4 GI tint C:o ctor/Agent's Namc ` Signature uf,votary•Sthit urI lorida Date Signature of ryState Of Flurida Uale Bonny G Logan p My Commission DD201651 Owncr/Agent is _.,_•Personally Known to Me or Contractor/A-gentis •Z Personally Known to Me or•ovfka" 6xpirs8 May 17 2007 ProducedID,,--. ` Produced ID F „ APPLICATION APPROVED BY: Bldg: ` Zoning: Utilities: FD: Initial &Date) (Initial & Date) (Initial & Date) (Initial & Da(e) Sraciai Condainns: I CITY OF SANFORD PERMIT APPLICATION 9 Permit #: 1 — C) Sal Date: Job Address: Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing K Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z- Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FLMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address:n Phone: Contractor Name AAV#ATAGE PLUMBING, INC. OVIELEMAP.O. Cl D 62 0027 State License Number. Ct' Phone & Fax: 1407) 366-3994 Contact Person: ( CZ i ' ADY11f6RTAGE PLUMBING, INC. Bonding Company: P.O. BOX 62 27 Address: (407) 366-3994 Mortgage Lender: Address: Architect/Engincer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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 PA''fING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management disc icts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Flo da w, FS 713. Signature of Owner/Agent Date Signatu c of Contract- cn Date A T , Print Owner/Agent's Name Print Contractor/Agent's Name d-. rZj/) Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is _XPcrsonally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zonine: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 22-s C t-qde--SdGa 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 MOR5E, CLERK,OF CIRCUIT COURTcSEMINOLECOUNTY BK 05091 PG IZ:378 CLERK'S # 2003200218 RECORDED 11/06/2003 02:07:13 PN RECORDING FEES 6.00 RECIIRDID BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of ppropperty: Lot(s) 6163, 64 and 65 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: 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 #: 61-RIIHED. CCPVi MARYANNE MORSE CLERK OF CIRCUIT COURA SEI !I' -E COUNTY. FLORION Pl Vl IC Fax #: NOV 6 23 Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(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 adifferentdateisspecified): D.R. Horton, nc 0 by: o ert . awson, It ant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of ove ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aISeTware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid E CCALNOTA STRICIACOULTON BLIC STATE OF FLORIDA ISSION NO. DD134330 MISSION EXT' NLY 26,2006 glary ignature Notary Seal COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SAMFORD STATEMENT NUMBER 103-75741 DATE: /^ BUILDING PERMIT NUMBER: L.-45_ COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONE::: ZONE: _ JURISDICTION: 06 CITY-OF-S ---------- SEC: TWP: RN8: PARCEL: SUBDIVISION: TRACT: ___ PLAT BOOK: PLAT BOOK PAGEx BLOCK: LOT: L T--------- ADDRESSit APPLICANTAPPLICANT NAME: ADDRESS: LAND USEUSE CATEGORY: 001 - Single Family Detached Howe TYPE URE: 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 NORTH 0 dwl unit $ 142.00 1 $ 142.0O LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE 2,285,00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATEx_----^/ 0 ~ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FIE. 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 NORTH 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 LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** t: CITY OF SANFORD PERMIT APPLICATION Permit # Job Addr Date: CQ, Description of Work: !=>FK Historic District: Zoning: Value of Work; Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempotirry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale,. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sower Lines # ofGas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential _ ' Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units:, Flood Zone: y' (FEMA form required for other than X) Parcel #: Attach Proof of Ownership & Legal Description) 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllaw$ regulating construction in this jurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT; I certify 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. l F: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and theta may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it' i4catio that I will notify the owner ofthe property ofthe requiremet ,o Florida Lien1.4K1 S 713. Signature of Own gent Date Signature of Contractor Agent Date r~riu„ IPATRICIACOULTON T'ATRICIA COULTON r mtRI.iC STATE OF FLORMA NOTARY PUBLIC STATE OF FLORIDA Owner/ Pro APPLICATION APPROVED BY: Bidg, &_U - 'Zoning: Utilities: FD: initial & Date) (initial & Date) (initial & Date) (Initial & Date) Special Conditions: J D. R. HORTON HOMES 9 45- , FL- SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # (% SUBDIVISION: BAKERS CROSSING ADDRESS 7BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 'SETS OF ENERGY CALCS MANUAL J1 DUCT LAYOUT N,, 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 U6 l vim J 0 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 Buildina Dept, of: r.1tij of Eay) r For a residential permit for work to be performed at: Lot # ; Subdivision : rus fCm Address; 0 1 CId e C-- C ja i ice fJ R-.. ! 4-? And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OBC055300 Contractor State Registration Number 4v"-: - a Signature of Contractor This foregoing instr ment was acknowledged before me this: Date: 10 kLO 06 By: Richard B. Ladd ( Contractor ) Who is personally known to me, State of Flor County Oran e Notary Public Signa ure O FI A PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26 Notary Seal r CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE N (407) 330-5630 FAX 11 (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (BULL NANfE) NAM),.-_-._ f' or4a _. __._. .. SERVICIl ADDRESS M.AILIN(i ADDRESS TURN ON DATE i'A l6' r 41 ZIP SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCEOWvvz,X-1 er& COMMERCIAL W O RK4 0 SOCIAL " It 0 SECURITY# Ij- HOME# N-R OWNER OF PROPERTY D.R. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. HEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS, I MUST P LOUTSTANDINGCARtrFS_ SIGNED; DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL DATE CUSTOMER# LOCATION# LAST BILE READ THIS READ CSR DATE PM T CONTROL. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number all01515M.T. Address= r r _r M-i07— Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed.30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED: 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 n'oadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSMALLGOVEERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date4usioer...- or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and ' all applicable recommendations contained In literature provided by DOWEIancot1. 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 balt and remove it from the Stations as appropriate; and4. during those years, inform the Customer ofta. any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obIi ation. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and condttt ns ofagreementfororquarter (3mo period thisthefifthyear, and each year thereafter, Apex reservestheright to oreuad rl the previous monitoring period. After peryear, quarterly payment amount, not to exceed 10°/, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to mainta baitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact standing underpiertypestructure, or as noted In "Special or Additional Comments". + in the areas) eliminate faulty g + ding water tyPlumbing; leaks dampness from drains; condensation or leaks from the roof olr otso herwise Into, to notify oApexorof under' rees the area(s) baited. At no time will damage caused to any portions) 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 Pa ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderragraphexist. Failure DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W this paragraph. INCLUDING STATUTORY W WARRANTIES, WFIETHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESSA WARRANTIES, PARTIICCULARp,OSE,tDISOR WARS FURTHER, COMPANYHASMADENOTYOFWo ArIY I'LIED 'NTES, OF TION OF FACT OR PROMISE RE ATING TIICESERVICE. OR., SERVICE PROVIDEDHEREUNDERTHATHASCREATEDORCustomerexpresslywolvesAndreleasesanyclaimsSAnylawsuitsaRAMOUNTEDerOANEXPRESSWARRANTY. negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss o legal proceeding values a o compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages event shallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertftee+ diminution of value, economic, o Apex for thservice to be Performed. no, SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands thatt All components of the Sentrlcon "System (Components) are and will remain to property of DowElaneo. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use As Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco.or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex willt (1)so notify the Customers (2)offer Customer the alternatives of either using it different form of termite prbtection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received;- (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andt($)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 it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termltlelde 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. PAYMENTIDEFAULT, All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of fallure 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 cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred 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 IsholdtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and. effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVF CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fueVor materials, sttlkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or clrcumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry fallure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of recelpts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising l;ereunder; Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures totcommerclalarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to ali'tht' 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, at sea,_Thiproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wiibefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndivldunl'basisandnotitclasswidebasis. 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 (thlrty-slx) months from the initial date of Installation, terminate this Agreement and brellevedofanyliabilltyhereunderIfApexdetermines, 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 IdentifiePropertyforanypurposecontemplatedbythisAgreement, Inciuding 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 J= transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota AreaS08SPlumosaSt. 7006 Stapoint Ct. #G $314 Fattlkenburg Rd 1VMerrittIsland, FL 329S2 Wlnterpark, FL 32792407-459.2847 407.8S8.0540 Tamps, FL 33310 800-929.2847 888-764.2847 813.221»2847 877.459.2847 CITY OF SANFORD BUu,DING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan indicating rooter sizes for All bearing walls. Provide side vlow dotallsQA. of those footers with reinforcement bar replacement. Q b. Floor plan Indicating interior wall partitions and roost Identification, room dimensions, door, window, and/or opening sizes, smoke detector, loeation(s), landings, docks and stairs. Bathroom fixtures And distances from walls are to be shown. R Not* the State of Florldn requirements for bath door for compliance of Handicapped Coda (F.S. 553, Part Q C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height As per City Englnooring Department or subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing later and exterior. Show all components of wall section. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. Q f. Engineered truss plan with dotalls of bracing. Engineered beams for spacing openings to carry and support trusses. Q g, Stair details with tread and riser dimensions, stringer size, methods of Attachment, placement of handralls and guardrails. h. Square footage table showing footagov GArages/Carports S.F. aPorch(s)/Entry(s) Patios) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 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 5. Other submittal Documents: o A. Utility letter or Approval when public water supply And/or sower system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Bivd,Sanford, Fl (407) 665.3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for dotalls regarding the arbor ordinance and permit. ' 0 6, Application to be completed thoroughly and signatures provided by A licensed And Insured contractor. OWNER/BUZLDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORZDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Underground, electrical, mechanical And plumbing 3. Foundation elevation survey 4. Slab 5. Llntol tie beaths - columns- coils 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrawall 12. Insulation, walls And/or collings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE forAuthorixByOwns ant) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: D.R. HORTON HOMES ofBUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. XXx)(CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 62, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type): till° - ##' - ##.##- or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL i B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIXI B6. FIRM INDEX DATE EFFECTNEIREVISEDDATE B8. FLOODZONE(S) Zone A0, use depth ditching) 12028WI35 E 4/17195 4117795 A, X 24B 810. Indicate the source of the Base Flood Elevation (BFQ data or base flood depth entered in B9. FIS Profile FIRM Community Determined 1311. Indicate the elevation datum used for the BFE in 139: 0 NGVD 1929 B12. Is the building located in a Coastal Barrier I Other (Describe): NEAL HILER ENGINEERING, INC. I-] NAVD 1988 Other (Describe): cted Area (OPA)? Yes 9 No Designation C SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Bulling Under Construction* Finished Construction A new Elevation Certificate will be requited when construction of the building is complete. CZ Building DiagramNumber 1(Select the building dagram mostsimilarto thebuildng farwhich this certificate is being completed - seepages 6 and 7. Ifno dagrarn accurately represents thebuilding, provide a sketch or photograph.) C3. Elevations — Zones Al", AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete items C3.-a4 below according to the bulking diagram specified in Yarn C2. Statethe datum used. Ifthe datum is d(ferent from thedatum usedfor the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversionlComments Elevation reference mark used _Does the elevation reference marls used appear on the FIRM? Yes 0 No o a) Top ofbottomfloor (including basement or enclosure) 28. 4ft.(m) o b) Tap of next higher floor WA. ft.(m) o c) Bottom oflowest horizontal siructurat member (Vzones only) WA . k(m) o o d) Attached garage (top of slab) WA. rn) o e) Lowest elevation of machinery andlorequipmenf servicing the building (Describe in aComments area) NIA. ft.(m) 1 o f) Lowest adjacent (finished) grade (LAG) WA. ft.(m) 251 o g) Highest adjacent (finished) grade (HAG) NIA. ft.(m) o h) No. ofpermanent openings (flood vents) within 1 f . above adtaoent grade 0 o t) Total area of all permanent openings (flood vents) in C3.h 0sq. 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, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 rn TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. M ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST ET .1 ORLANDO FL 328031 SIGNATURE DATE TELEPHONE 10/16/03 (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the cor mpondd'ng information from Section A ) For Inswanse Comp V use: CITY STATE ZIP CODE ( Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenthompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL here if 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. Ifthe Elevation Certificate is intended for use as supporting infomhallon for a LOMA orLOMR-F, Section C must be completed. El. Building Diagram Number _(Select the bulking diagram mostsimilartothe building forwhich this certificate is being completed — seepages 6 and 7. If nodiagram accurately represents the building, provide a sketchorphotograph.) E2. The top ofthe bottom tkror (including basement orenclosure) ofthebuilding is _ ft.(m) ,in.(an) above or below (check one) the highest a4acent grade. (Use natural grade, N available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor orelevated floor (elevatiort b) ofMe building is _ it(m) ,in.(an) above the highest adjacent grade. Completeitems C3.h and C3.1 on frontofform. E4. The top ofthe platform of machinery andlor equipment servicing the building is _ fL(m) _in.(cm) above or below (check one) the highest adjaont grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom door elevated in acoadance with the corrimunillls floodplain management ordnance? Yes No Unknown. The local official must certify this inhxmation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued orcommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, a G aril Ears owedto the bestof mykrrowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS G - COMMUNITY Check here if The localofficial who isauthorized by law orordnanceto administerthe communitys tloodplatn management ordnance cancomplete Sections A, B, C (o E), and G of thisElevation 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 ernbossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. 0 Now Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 62, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 62 CONTAINS 8856 SQUARE FEET f THIS STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 550 SO. FT. t TOTAL SOD 5927 SO. FT. t DL DESDALER C-w A'RCLE 79.4g•49"W So' R9'46'27" OO.00' CENTERRIGHT -OFWOF1??.4AY—/ 1 PC La 17.06' C8.S64'43'01"EI7.04' PT Qt A=8'00'42" z 4 58, 41 I l- bIS i~ = 30' G PHIC SCALE R=125.00' S79-49'48"E 2," ROPOSED li 15 30 L= p 17. O INLETp48' CB=S83'50'09"E r0_ UnLIiY EASEMENT C=17.46'------ J hN i 14.8' ":: 0 20.0' g 5.2' COVERED W ENTRANCE y19 I A/C 4 Nd I o PROPOSED u N i DoLOT610 o MODEL 1965 0 • FINISHED I N N z i b LOT 63 o ll' I n 40.0' I 40.0' v.s• -- LOT 62oPA1f m9.0' •' DRAINAGE TYPE B 20' ENVIRONMENTAL CONTROL EASEMENT 1 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. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND TIIE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN, AND ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 62 AS BEING S00'42'26"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 - 3D FEET APPROVED BY: SJ JOB NO. ASM42680 WN BY: N 89'35' 18"W 75.00' TRACT "I" LANDSCAPE BUFFER PLANS REVIEWED CITY OF SANFORD LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCCPOCXXXXPROPOSEDELEVATION PROPOSED DRAINAGE FLOW ORPD CONCRETE a L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTpl PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED ABC FND FOUND COW WALK RRP SW SIDEWCONALKS CP CONCRETE PAD CS PB PLAT BOOK CPGSPAGESRAW 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 ar6CK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM R. M SCATELLO JR. PM#41928 DATE 32801 (407) 426-7979 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: Permitting Office: City' St te:L %73 Permit Number: OwnD. Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/br e 3. Number of units, if multi -family I - SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. is this a worst case? Yes 6. Conditioned floor area (ft') 1967 fN c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft, a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other,SHGC - single pane 0.0 ft' HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Stab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A a Y 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, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types v DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' - 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 1 1. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, I.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/ FloorArea: 0.11 Total as -built points: 27923 PASS Totalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: ------------- C 6 -- -- I hereby certify that this building, as designed, is in compliance with the Florida Ene yc9de. OWNER/ AG NT: _ -- DATE: _ -- 9 lubn Review of the plans and 'tin sT specificationscoveredbythisyag9Te° calculation indicates compliance rur s • . with the Florida Energy Code. Before construction is completed 0 thisbuildingwillbeinspectedforcompliance with Section 553.908 Florida Statutes. cOD W11 O BUILDING OFFICIAL: - DATE: EnergyGauge® ( Versivn; rt Kkc -.1ts vs.z) 40 FORM 60OA-2001 t SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT * BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1967.0 25.78 9127.7 Single, Clear N 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear PE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 1&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 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOFIaRE52001 FLRCSB v3.2 FORM 60OA-2001 T SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT -- Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Cooling Total X Cap X Dud X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38631.1 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO+FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 r WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1064.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 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 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 363.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge&RaRES'2001 FLRCSB v32 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge&RaRES2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGauget/RaRES2001 FLRCSB v32 FORM 60OA-2001 t Code Compliance Checklist i Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION RE IREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding we foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is 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, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the Perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.I.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 NFP have combustion air. RA.99 ATWF=R POP-W'RIPTIVP MFACI IRF=C /mile+ Fin mnF nr nvnnnrinrl h# .11 rneieinnnne COMPONENTS SECTION RE ENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Celings-Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge^" DCA Form 60OA-2001 EnergyGaugeStFlaREV2001 FLRCSB v3.2 r' ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtu/hr e 3. Number of units, if multi -family 1 SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes Y 6. Conditioned floor area (ft') 1967 W c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other'SHGC - single pane 0.0 ft' _ HSPF: 7.60 d Tint/other SHGC - double pane 0.0 ft' b. N/A e 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A v c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, lnt Insul, Exterior R=3.0, 1026.0 ft' - EF: 0.86 _ b. Frame, Wood, Exterior R=1 1.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 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=30.0, 2005.011' _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Co a compliant f attres. Builder Signature an Date: Address of New Homer t_ City/FL ZipS8a WIJFL NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-aW a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStar "designation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) 46 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project Information For: D.R.HORTON Notes: Design Information Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Area Heating_ Cooling ft') 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh Q 47°F Heating temp rise 0 OF Actual heating fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 3W20 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh Bo dlitalle values have been Manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 82 % VVn!0IhtSoft Ri9hlSuke ResidentW- 5.0.64 RSR26015 2002-Mar.06 12:12:28 E:\F1es\dncor1on\1965\1965.rsr page 1 4 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 fV x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 3. Winter infiltration HTM 7400 Btuh / 260 ft2 F Winter TD = 7400 Btuh Total window = 28.5 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ftx0.0167 = 105 cfm 2. Summer infiltration load 1. 1 x 105 cfm x 18 3. Summer infiltration HTM 2081 Btuh / 260 ft' F Summer TD = 2081 Btuh Total window 8.0 Btuh/f 2and door area Procedure C - Latent infiltration Gain 0. 68 x 43 gr/ib moist.diff. x 105 cfm = 3100 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1. 1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x Equipment sizing load = 0. 98 24896 sensibleBtuh 2. Latent sizing load Latent ventilation load 0. 68 x 50 cfm vent. x 43 gr/lb moist.diff. 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlltalle values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vv i4ghtSGYft RightSuite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACAiI\ E:\FOes\ 1dWon\1965\1965.rsr Page 1 RIGHT-J WINDOW DATA K- DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11116M8 109 COMMERCE STREET, LAKE MARY, FL 327464206 Ph": (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 LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 I BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH v Wnghtscift Right -Suite Residential' 5.0.64 RSR26015 2002-Mar-0612:12:28 E:1Files\drhorton11965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11HW98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: fin t0. 1 Name of room Entire House LIVING LAUNDRY MIBTH14MANUAL2Lengthofexposedwall202.0imensionsft54.0 ft 10.0 ft 6.0 ft 3 Room d 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceilrgs Condit Option 0 It heaticool d 8.0 111 heat/cool 8.0 111 heatf000l 8.0 It heat/cool TYPE OF HTM Area BtuCIg a Load(BtuCigEXPOSURENO. Htg lg HtgLoa I Clg Area mgLoa I Cig 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 00 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0'»' 0 0""' 0 0 d 0.0 0 0 0 0 0 0 0 0'»' e 0.0 0 0'»' 0 0 0 0""' 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 gloss doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 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 tOD 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.010.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 22 2005 3400 4463 403 683 897 60 102 134 162 275 361 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 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8. +11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss103056109, 805 10 133 109' 68 15 Total loss = 13+14 33617 W53 1467 640 16 Inf. gains: People @ 300 5 1500 0 0 0 0 0 0 Appi. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8. +12+16 22195 4644 1129 417 Less external coding 0 0 0 0 Less transfer 0 0 p 0 18 Dud gain 2219 10 464 10 Y 113 10 42 19 Total RSH gain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1383 1383 3641 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C v rr^s+L.,iF'it5p'f Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28ACAE:\FOes\ddmrton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1966 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 M J: (into, 1 Name of room M/BR BR 2 BR 3 BR 4214ANUPLLengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ftCeiingsConditOption8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ftz) Hlg Clg Htg I CIg ft?) Htg clg Htg I Cig 5 Gross a 14B 4.6 2.1 136 88 208 88Exposedb12C2.9 1.9 0 0 0 0wallsandc13C3.2 1.2 128 0 p 0 partitions d 0.0 0.0 0 0 p p e 0.0 0.0 0 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 gins doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 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 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41glassdoorsNE/NW 39A 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0•"• 0 0- 0 SE/SW 47.4 0 0 0 0 14 663 14 663South0.0 0 0 0 0 0 0 0- 0Horz0.0 0 0 0 0 0 0 0- 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 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 2.1 104 479 214 72 332 148 192 885 395 72 332 148exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 128 403 150 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 0e0.0 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 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 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 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 28.5 8.0 32 911 256 16 455 128 16 455 128 16 4661 128 13 Subtotal loss=6+8. +11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer p p 0 014Ductloss104231051, 1902 10 289 10 18715Totalloss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0'"' 0 0'"•' 0 0 0 0'"" 017SubtotRSHgain=7+8..+12+16 2711 1250 1601 1250Lessextemalcooling0000 18 Less transfer Duct gain 10OA'«" 0 271 10 °Y 0 125 100A 0 160 1OOA 0 12519TotalRSHgain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 137520Airrequired (cfm) 192 169 871 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w"40HVsoit Right -Suite Residential- 5.0.64 RSR26015 2002-Mar.0612:12:28E:\Ffies\drhonon\1965\1965.rsr Page 2 RIGHT4 WORKSHEET Entire House W 1 DEL AIR HEATING,AIR CONDITIONING,R Job:1965 111IW98 109COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 UNIUAL J: /III tO. 1 Name of room FAMILY KITCH/NOOK BTH 214MLength of exposed wall 33.0 It 18.0 It 0.0 It 3 Room dimensions 15.0 x 19.0 It 18.0 x 17.0 it12.0 x 9.0 itCeiingsConditOption8.0 ItI heat/cool 8.0 It heal/cool 8.0 It 1 heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) AreaEXPOSUREN01HtgCigW) Htg CIg it-) Htg I Cig ftl) Htg I CIg Htg Cig 5 Gross a 14B 4.6 2.1 264 144 p Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 p 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Hearing c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0glassdoorsNE/NW 39.4 0 0 0 0 0 0 Coding E/W 0.0 0•"' 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0South0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 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 2.1 210 968 432 111 511 229 0 0 0exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 0 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 2.2 285 483 634 306 519 681 108 183 240 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 1155 0 18 467 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal lass=6+8.+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 014Ductlass10OA58410OA3661018 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People ® 300 4 1200 0 0 0 0 AppL @ 1200 0 0 1 1200 0 0 17 SubtotRSH gain=7+8..+12+16 5127 3826 240Lessexternalcoolingp00 18 Less transfer Duct gain 109 0 513 10 0 383 109 0 2419TotalRSHgaina17+18)"PLF 1.00 5640 1.00 4208 1.00 264 1201 Air required (cfm) 1 264 320 165 238 81 151 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrsghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-0612:12:28ACCAE:\FHes\drhorton\1965\1965.rsr Page 3 10x6 1.cd 100 10.6 I.cd80 12x12 I.ctl 325 6. SOx10 rn 10.10 :roe 1a 6• 3' bath duct t0 roof cap 8fan 144 rap p• IOx10 rap r ex 6, 14' 1Qx6 hrcd 80 8' 8 7' •4• 4, -7 8x4 1.c x4 1 ahu 10 1 IOxtO 3.cd I 1 240 ® 4 Y I170 l.cdo 12x12 rap 4' bath duct mm uoroofcop r fan-llpht 12" I.C. I:j,(8{yY1inv- i8+ 145 7, 4' dry,, d.* r to roof cap 12" l.cd 18x13 plrn14524X14 RAD plotforn by bid, 3.5 TDM V/IOKM e240V Ip/l scale 1/8"=1'0" NW44N O r N 3AD A/L 0 PAD r- Z n r a Mutt have A nlnhun Clearance o9 4 Inches around the olr handler per the State Energy code. A4I duct has an"rc6 bmutatim value. Irzf I -)I --)I O 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 : I4673734 thru I4673754. Total: 21 drawings. Job :DR1965F Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This servVs as the cover sheet in conformance to Chapter 61 G 15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. PLANS REMINED CITY OF SMOD October 2, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility ofbuilding designer, per ANSI/TPI 1-1995 Sec.2. 111 TRUSS INDEX OF JOB DR1965F Trusses induded=21 0,"\DR1965F\a.tre" 14673734 1,-0R1965F\a11.tre" 14673735 2,"0R1965F\a13.tre" 14673736 3,"0R1965F\a15.tre" 14673737 4'\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,-\DR1965F\a2Are" 14673740 7,"0R1965F\a7.tre" 14673741 8," \DR1965F\a9.tre" 14673742 9,"1DR1965F\ag1Are" 14673743 10,-0R1965F1ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,-DR1965Fy.tre" 14673748 15,"\DR1965Fy1.tre" 14673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965FU.tre" 14673751 18;1DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F1s1 Are" 14673754 s IE a No.45161 • STATE OF OR% aL AP011, 2003 WAR (; • Ver•j& rde*yn panunet ns and Ruda Name ON rats AND MVERW Stna ARMORIC uses. ..inn Design valid tot use only with Milek connector& Me design is based only upon parameters shown, and is tot an Individual building component to be Instolled and loaded vertloolty. ApptcobMy of design paramsis tersandproperIncorporationofcomponenttesponsbOy of building designer • not truss designer. Btactng shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbNNy of the stfctor. Additional permanent briscing of the overall structure is the tesponsiblity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•66 Quality Standard. OSt•69 tracing Specification, and 11I8•91 M iTG k® HandlingInstallingandtracingRecommendationavailablefromtrussPlateInstitute, 683 D'OnoOlo Drlve, Madison, w153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. pis J2 J3 J4 owner and all other interested parties.. 1, TOP CHORDS 2, Cut members to bear tightly against eacha other, O 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3oZC? NC6 joint and embed fully. Avoid knots and wane at joint locations. plates I/e"from outside edge of a truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromuatpanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 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. 4 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown an 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, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 93M13-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 M'i lTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLiP FORnao18.074 6'4^6-"1Pi"' ® #"RO,A/RO a, W Job russ Truss Type ty y 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference onal) s e t o industries,INC.NCon Mar age it- 0 t 7-1-3 13.6.10 20-0-0 26-" 32-10.13 1 40-0-041 24' 1. 0-0 7.1-3 6-5-6 65.6 6-5.6 6.5.6 7-1-3 1.0.0 Scale = 1:6e.e 5. 00 12 5x6 5 5x6 i 5x6 4 6 20 2x4 3 7 2 8 9'g 13x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x8 = 10- 3-14 20-0-0 29-8-2 40-0-0 ii 10- 3-14 9-8-2 9.8-2 10314 Ste Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS ( lb/size) 2 =1951 /0-8-0, 8 =1951 /0-8.0 Max Horz 2=-190(load case 5) Max Uplift 2=-8b9(load case 4), 8=-809(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3714, 3-4 =-3345, 4-5 = -2354, 5-6 =-2354, 6-7 =-3345, 7-8 = -3714, 8-9 =14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12--866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 4& WARMNG - VerM de yllga paranseters and R13AD NOTES ON THIS AND R6V&RW=DR B9MR6 V=- Design valid toy use only with MRek connectors. This design is based only upon potameters shown, and is tot an Individual building component to be Instailed and loaded vertically. Applicability of design parameteis and piopet incoypoiatlon of component Is sesponslbllity of building dsspney - not truss designer. 6tocing shown is toy lotetal support of Individual web members only. Additional temporary biocing to Insuie stability during constyuctlon Is the responsiblNiy of the symotoi. Addskmal peimanent bibclrng of the overall shucture Is the tesponslblMty of the building cleslgnet. Foy general guidance iegaiding lobricatlon, quarry conhol, storage, delivery, eiectlon and biocing, consult OST-68 Quality standard, DSB-89 tracing Speciaeotion, and HIS-91 MiTek® HandlingInstallingBandBracingemcommendatlonavailablelioTiussPlateInstitute, 583 D'Onoftio Dilve, Madison, WI53719. Symbols Numbering System AGeneral Safety dotes 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, property Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14caw other. d WEBS . J5 cr 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; a:joint and embed fully. Avoid knots and wane plates/8" from outside edge of U O at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chordsplices o at /4 panel length(+ 6" from adjacent joint,) C40, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall! Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots, 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, 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. NrIA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, Nil 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP fORM076, 019 a/L ( NinaQ,a® r Job I russ Truss Type ty y ON 14673735 DR1965F All ROOF TRUSS 1 1 Job Reference to floral) ACTUZPA 1, 1LUNfjWUUD, FL,sFebi e Industries, nc. on Mar age i10 5-9-14 F 1"_0 h_ 17.0.0 23-0-0 I 29-0-0 34-2-2 40-0-0 10 1.0-0 5.9-14 5.2-2 6-0-0 6-0-0 6.0.0 6-2-2 5.9-14 1-0-0 Scale = 1:69.8 5x6 — 5x6 = Sx8 = 3x4 5.00 F12 4 5 6 7 20 2x4 3 8 J 2 9 t 10Ig 3x8 = 15 14 13 12 11 3x8 4x6 = 3x4 = 3x6 = 3x8 = 3x8 = 1 t o 0 20-0-0 29-0-0 40.04) I_ h 1 t 0 0 9-" 9-0-0 t 1 0 0 Ste Offsets @ LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0,98 Horz(TQ 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 a REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 = 1 1411oad case 4) Max Uplift 2 - -763(load case 2), 9=-76311oad case 31 FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -3770, 3-4 = -3361, 4-5 = -3129, 5-6 = -3856, 6-7 = -3129, 7-8 = -3361, 8-9 = -3770, 9-10 = 14 SOT CHORD 2-15 = 3439, 14-15 = 3798, 13-14 = 3798, 12-13 = 3798, 11-12 = 3798, 9-11 = 3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FSC2001; 120mph; h = 18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 verW design parameters and RIMV NOTES ON 77i1i18 AND AZVZRsN$srna 66R0RX EM. •••• ® WARNING Design valid toi 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 vertically, AppScabMy of destgn parameters and proper Ineofporotdon of component is responsibility of building designer - not hu$$ desipnef. Bracing shown is lot Metal support of Individual web members only. Additional temporary bracing to Insure stabtlSy during constiuctlon is the responslbBlty of the ofectoi. Additional permanent 03cInq of the overall shuctum is the msponslbRty of the building desdgnet. Foi genetal guidance tegoiding fobtloatlon, quaYly control, stofage, delivery, erection and bfochg, consult QST-88 Quality Standard, DSS-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Brach= Recommendation available tom Trust Plate Institute, 593 D'Onofilo Drlve, Madison, WI $3719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczQ other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h, ; 0 joint and embed fully. Avoid knots and wane plates 1 /s" from outside edge of o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesp o at /4 panel length(+ 6" from adjacent joint.) ff C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. NrIA 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 MTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORMO1B.019 Qaro-nwLQ HMRO-AIR® Job I russ Truss Type ty y 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference (o tional) sFebr e industries, no. on Mar age 1_0-0 6.9-14 { 13-" I 1741-0 1 — 22-4-0 27-0.0 33-2.2 40-" V-0.0F 1-0-0 6.9-14 6-2-2 441-0 4-84) 4.8-0 6.2-2 6.9-14 1.0.0 Scale = 1:69.8 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 F12 2x4 \\ 2x4 3 8 m 2 9 1 10Id Us u 16 15 14 13 12 11 3x8 = 3x4 = 34 = 3x8 = 3x4 = 34 = 3x4 = 9.1-14 17.8.0 22-0-0 30.10-2 40.0-0 _ 1 ) ,1 1 9.1-14 8-6-2 4-8.0 8-6-2 9-1-14 Plate Offsetst2:0-4-2,0-1-81,14:0-3-0.0-2-41,17:0-3-0,0-2-41,[9:0-4-2,0-1-BJ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2-13.1(load case 4) Max Uplift2=-735(load case 4), 9=-735(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13.14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8.11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.J/451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Carl. #6634 tl WARNING{ - VerW dest n pan"wters and RE" NOTES ON TMS AND REVERM SSSM HEFOR6 E=. sass® Design valid for use only with MiTek connectors. This design It based only upon parameters shown, and Is for an Individual building component to be Instolled and loaded vertically. Applicablity of design parameters and proper Incorporation of component is responsloNity of building designer - not truss designer. Bracing shown Is fa lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibchg of the overall structure Is the responslbMlly of the building designer. For general guidance regarding fabrication, quality control storage, deWery, •iectlon and bracing, consult OST-64 Quality Standard, DSB-89 $racing Specification, and HIS-91 MiTek® Handling Installim and Imctnv Recommendation available from Truss Plate Institute, 583 D'OnoOlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property F B securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. G 2. Cut members to bear tightly against each14C2 other. O X WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a , Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of v CL o at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords licesp114oatpanellength(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® MW TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. - 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRQ UR Job Truss Type Qty Ply D R HORTON EA 14673737 DR1965F ROOF TRUSS 1 1 o tional ACCU-SPAN-T I, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 11.4 7-0-14 15-0-0 1 20-0-0 1 25.0-0 32-2-2 40-0.0 it-04 1-0.0 7-9.14 7-2-2 5-0-0 5.0-0 7.2-2 7.9.14 1-0.0 ScW • 7:58.5 5e = 2x4 II 6x8 = 5.00 12 0 5 5 Erb 5rb 3 r d 2 B 91 d1 y Us = 14 13 12 11 10 US 3A = 34 = 3X8 = 3A = 30 = 10314 20-0-0 29-9-2 40.0-0 103.14 9-8-2 9-8-2 10314 Plate Offsets Y : 2:0-4-2 0-1-8 3:0-3-0 0-3-04:0-3-0 0-2-4 6:0-3-00-2-4:0-3-00-3-0 8:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFLin (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D •Except* TOP CHORD Sheathed. 13 2 X 4 SY1y No.1 D, 7-9 2 X 4 SYP No. 1 D BOT CHORDRigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz 2= 148(loadcase 4) Max Uplift2=-759( load case 4), 8=-759(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=14, 23=3661, 3-4=3332, 4-5=-2888, 5-6=-2888, 6-7=3332, 7-8=3661, 8-9=14 BOT CHORD 2- 14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=- 448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=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 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic. # 4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 Ver(& design parameters and READ NOTES ON TWS AND REVERSE SIDE HE!'ORE USE. WARNING Design validfor use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be InStoSed and loaded vertically. ApplicabMty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the reeponslbOlty of the building designer. For general guidance tegarding fabrication, quality control, storage, delt"ry. erection and bracing, consult QST-tt Quality Standard, DSt•89 tracing Speclfloatlon, and NIB-91 MiTek® Handling InstP ollingandtracingtecommendatlonovalloblefromTrussateInstitute, $83 D'Onoftlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates IA" from outside edge of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tubular 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® General safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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, sae and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ff, spacing, or less, f no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks 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. C IM Mitek Holdings, Inc. FORM018,019 HMRO,A/R f lob I russ Truss I ype ty y 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference to tional) s e r e n ustries, nc. on Mar age 11-2-Q 6-1.3 { 11-6.10 17-0-0 23-M I 28-" 33-10-13 40-0-0 oo 1-0.0 B-13 5.5.8 5.5.6 6.0-0 5-5.8 5 5 6 6-1-3 Scale = 1:88.8 5x6 = 5x8 = 5.00 12 5 6 3x4 G 3x4 4 7 5x8 5x8 3 8 r 1 2 9 101 Us = 16 15 14 13 12 11 3x8 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = Us = 8-4-11 17.0.0 _ 23.0.0 31-7-5 40-0.0 8.4-11 8-75 6-" 8-7-5 8-0-11 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 2071b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 4 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=165(load case 4) Max Uplift =-791(load case 4), 9=-781(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2.3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16-3023, 14-15=3023, 13-14=2494, 12-13-3023, 11-12=3023, 9-11 =3485 WEBS 3-16--305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - V.,W dastyn pararrseters and JUL4D NMZ.9 ON TIM AND =VrJt dS SME HdiP' = V=- Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and ptopet Incofpofatlon of component is fesponsbNlly of building designer - not truss designer. Bracing shown b tot btmal support of Individual web members only. Additional temporary bfaoIng to Insure stability during construction is the responsibility of the ewctot. Additional permanent bilscing of the ovefal shuclure is the tesponsblitly, of the building designer. Far general guidance regarding fabrication, quality contfol, storage, delivery, erection and bfocing, consult CST-88 Quality Standard, OSB-69 Bracing Specification, and NIB-91 ltHandlingInstalllnaandBracingRecommendationavailableom Truss Plot* Institute, 50 D'Onohb Dtive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 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, propertysecurelyseat. 4 , J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other. o WEBS 4 J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , a ; Q joint and embed fully. Avoid knots and wane plates I/8"from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords InesP at /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MlTek/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 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, 40e, 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, TM erection and installation of trusses. p 11993 Mitek Holdings, Inc. CLIPCLIP lob russ Truss Type ty y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference (o tional) sFebt e n ustrles, nc. on ar age it-0-q 6-9.3 12-10-10 1 19.0.0 121.04) 27.1.6 33-2-13 40.0.0 41:24' I 1.0-0 6.9.3 6-1-6 6-1-6 2.04) 6-" a-" 8-9$ 1.0-0 Scale = 1:71.2 Sx6 = 5x6 5.00 52 5 6 30 G 3x4 4 7 5x6 s 5x6 3 8 1 2 9 101— to Us = 16 15 14 13 12 11 Us — 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 9-9-14 19-0-0 21-" 30-2-2 40-0-0 9-9.14 9-2-2 2-0.0 9-2.2 9-9.14 Plate offsets - - ' LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Veri -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 4 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=182(load case 4) Max Uplift 2=-B01(load case 4), 9=-801(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5.6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL. =1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 0-1 M Wmmm • Veryk design pannawers and REM NOTES ON Ti AND R61'ERss SIDE BEPORs i/SE. faaai® Design voild for use only with MQek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibilily of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to haute stability during construction is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrlaatlan, quality control. storage, delivery, erection and bracing, consult OST-68 Quality Standard, OSI.89 Bracing specification, and HIB-91 Handling IndallfrM and Bracing Recommendaonllavailtruss able fromPlateInstitute, 583 D'Onofrbive Dr, 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. 0 Q 0 For 4 x 2 orientation, locate 1: plates 1 /s" from outside edge of otrussandverticalweb. 10 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MtTek/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 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N M Teke PANETM L CLIP FORM016, 019 ffMR0-A1R@ AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. . 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. Job rus Truss Type ty y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference to tionaq sFebt o Industries, nc. on Mar age i1:" 7-4-14 1 14-2-0 1 20-0-0 } 23.0.0 28-5-6 1 33-10-13 40-0-0 1 1-0.0 7-4-14 6.9-2 5.10-0 3-0-0 51" 5.5.8 6-13 1-0.0 Scale = 1:69.8 5x8 = 5.00 12 5 4x8 6 2rl 4 3x4 7 5x6 i Sx6 3 185x12 — 8 6x6 = 2 9 1 10 Igo axe — 19 18 14 13 12 11 3x6 3x4 = 2x4 11 2x4 11 5x8 = 2x4 11 7-4-14 14-2-0 2048.0 23-M 28-5-6 33-10.13 40-0-0 7.4-14 6-9.2 6-" 2-6-0 5.5.6 5.5-6 6-13 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=19b(load case 4) Max Uplift 2 = -395(load case 4), 16=-829(load case 4), 9=-490(load case 5) Max Grav 2 = 7971load case 6), 16 = 2456(load case 1), 9 = 877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4.17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=-0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11=112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 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 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaide Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 ON tlWARNING - VerW deetpn pamissetere and READ NUMB ON THIS AND REVERSE SIDE BEFORE USE. vass!® Design valid tot use only with Mlfek connector%. This design It based only upon parameters shown, and Is for an Individual building component to be Installed and loaded veltloolly. Applicability of design parameters and proper incorporation of component k tesponslblifty of building designer - not hues designer. Bracing shown k lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilseing of the ovetat shuctum Is the iesponslblil y of the bukdlrq designer. For general guidance regarding fabrication, quality control, stotag t, delivery, election and bracing, consull OST•88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 Handling lnstaWng and Bracing Recommendation avaAable from Ttuw Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. 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 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 eachItother, 0 WEBS J5 a:3. Place plates on each face of truss at each 4 x 2 orientation, locateFor i ; Q joint and embed fully. Avoid knots and wane plates I/s"from outside edge of 0 o a Z at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices o at I /4 panel length(+ 6"from adjacent joint.) CBOTTOM 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-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 comber for dead load deflection, PLATE SIZE 8. Pkzte 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, f 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 BEARINGothersunlessshown. 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 MiTek® engineer. - 15. Care should be exercised in handling,OM PANEL TM CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016, 019 Mi DRO-AW i Job russ Truss Type ty DR1965F A7 ROOF TRUSS 1 2 14673741 Job Reference (o oal) se entnes,nc. n Page ir1 3.9.14 7.0-0 13-6-14 20-0.0 I 26.5-2 I 33-0-0 36-2-2 40-0-0 41 0 p1 1-0-0 3.9.14 3.2-2 6-6-14 6.5-2 6.5.2 0-6-14 3.2-2 3.9.14 1.0.0 Scale = 1:69.8 6X8 = 5 00 12 6x8 4x8 = 7x8 = 4x6 = 4 5 6 7 a 2x4 20 i 3 9 cb p 10 ei 1 71 Ig 3x8 = 16 15 14 13 12 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0-0 13-6-14 _ 20-0-0 26.5-2 33-0-0 40-M 7-04) (14 6.5-2 6.5-2 6.6-14 7.0.0 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5.9 oc purlins. 4-6 2 X 6 SYP SS, 6.8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' 13-15 2 X 4 SYP No. 1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3875/0-8-0, 10=3875/0-8-0 Max Harz 2=-79(load case 5) Max Uplift 2=-2028(load case 2), 10 = -2028(load case 3) FORCES (lb) - First Load Case OnlyTOPCHORD1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5.6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10--8384, 10-11 =29 BOT CHORD 2- 16 = 7514, 15-16 = 8058, 14-15=12490, 13-14=12490, 12-13 = 8058, 10-12 = 7514 WEBS 3-16=562, 4-16=599, 4-15=4848, 5-15=-1700, 5-14-1554, 6-14=-1000, 7.14=1554, 7-13=-1700, 8-13 = 4848, 8-12 = 599, 9- 12 = 562 NOTES 11 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0.9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h - 18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7. 0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74. 0, 4-8=- 154.2, 8-11 =-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads 0b) Junaidie Budiman, Lic.#451 1 Vert: 16=-603.2 12=-603.2 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 Q WARMNO - Ver{ jV dsaign par+ nwtera and RGAD NOTES ON TWS AND RS VER.VR SEDS BZMXN I =. iisssrall Designvalidfor use only with MITek connectors. this design Is based only upon parameters shown, and k lot an IndWuol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibility of the erector. Additional permanent brtscing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrbatlon, quality control. storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSS-89 8rgcing Specification, and MIS-91 Handling Installing and Sroclrp Recommendation available from Truss Plot* Institute, 583 D'Onohb 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 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 8W securely seat. J2 J3 J4 owner and all other interested parties.. 11" TOP CHORDS 2. Cut members to bear tightly against eachc2cs other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a:loint and embed fully. Avoid knots and wane plates I/8" from outside edge of o a y = at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I /4 length(+ 6'"fromcepanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 M iTek® engineer. 15. Care should be exercised in handling, PANTM CLIP EL erection and installation of trusses. 1 M Mitek Holdings, Inc. FORM018, 019 C:OJVO-1V.4 L ® ff /OaO R® ijob russ Truss Type ty y 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference to tional) sFebr e Industries, nc. on Mar age i1-0-q 4-9.14 9-0-0 14.8-0 1 20-0.0 25.8.0 F 31-0.0 35.2-2 l 40-0-0 i1-0-q 1-" 4-9-14 4-2-2 5-6-0 5-61 5-6-0 5.60 4-2-2 4-9-14 1-0.0 Scale = 1:69.8 5x6 = 5x6 = 3x4 = 5x8 = 3x4 = 5.00 12 4 5 6 7 8 2x4 2x4 3 9 d 2 10166111I cd5 0 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 = 30 = 3x4 = 4x6 = 3x8 = 9-0-0 164-0 23.84) 31-0.0 40-" 9-0-0 7-4-0 74-0 74-0 9-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min 1/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 = 1951/0-8-0 Max Horz 2=96jload case 41 Max Uplift2=-791 (load case 2), 10=-791(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6--4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2.17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10.12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiaily;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.#457 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.96634 Q WARMNG - Vsr(& design pas maitsrsr and R6AD NOTES ON TWS AND RSVSRSS SIDS BSFORS UM. * ® Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and Is for an IntlNklual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibgty 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 bibcing of the overall shuctum Is the responsiblity of the building designer. For genial guidance tegording fabrication, quakily, control, stot"e, delivery, erection and bracing, eonsull OST-88 Quality standard, OSI.89 Bracing Specification, and NIB-91 Handling IrutaRlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onottlo 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 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. YS J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2 other. O 3. Place plates on each face of truss at each For 4 x 2 orientation, locate jointMI. and embed fully, Avoid knots and wane plates IA" from outside edge of o a = at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(' 6" fromCApanel 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-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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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. . 16. Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. O 1993 Welk Holdings, Inc. FORM018,019 OAf lf:-N.4tL ® HMRQ-A'a@ r Job Truss Truss Type ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference (o liana)) sFebr eIndustries, no, on Mar age 010 7.6.0 I 14-9-0 I 20-0-0 i 23-" I 28-5-6 33.10-13 40-0-0 V.0.0I 1.0-0 7-8-0 730 5-3-0 3-0.0 5.58 5.5.6 6-13 1-0-0 Scale = 1:69.8 5x6 = 5.00 12 5 4x8 6 4 3x4 -- 5xe 7 I I 5x6 3 7 18 5x1 =15 8 7)1 = 4x6 = 99a 1 2 II 9 109 I$ Sx8 3x6 = 18 14 13 12 11 3x6 2 50 Fl2 5x8 = 7-6-0 14-5.12 14(9.0 20-4-0 23-" 28.5-6 33-10-13 40.04) i I 7.64) 6-11-12 0-34 5.7-0 2-8-0 5.5.8 5.5-6 6.1-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 294lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. SOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP'Plo.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 711 /0-8-0, 18 = 60710-8-0, 16 = 1743/0-8.0, 9 = 87210-8-0 Max Horz 2 = 1900oad case 4) Max Upiift2=- 363(load case 4), 18=-407(load case 41, 16=-537(load case 5), 9=-502(load case 5) Max Grav 2 = 733(load case 61, 18 = 829(load case 61, 16=1743(load case 1), 9 = 880(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1.2=12, 2-3--1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14=0, 12-13-0, 11-12 - 1106, 9-11 =11 10 WEBS 3- 19=-180, 17-19-1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8-12=- 607, 8-11 =112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL -1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2.0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE( S) Standard Junaidie Budiman, Lic. #4511 i 1MiTekIndusties, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Vo ft design and RZM NOTES ONTinS AND IRSVERSd seta Hi "At uses. ••® Passameters Designvalid loi use only with Welt connectors. This design is based only upon parameters drown, and is for an IndK4dual building component to be Installed and loaded vertically. Applicability is ty ofdesignparameteandproperInaorpoiatlonofcomponentresponsibilityofbuilding designer - not truss El designer. &acing shownisfalateralsupporlofIndividualwebmembersonly. Additional temporary bracing to insure stability during construction is the iesponsibliffy of the sieata. Additional permanent bibeing of the overall shuetuie is the responsibility of the building designer. For general guidance iegoiding fabrication, quality control, staage, delivery, erection and biackig, consu5 OST-88 Quality Standard, DSI-89 Bracing Speclfloation, and HIS-91 Handling Installlna and Imewq aecommendallon available from Truss Plate Institute,t 9. 683 D'OnofrloDilve, Madison, WIMiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 a"'*For 0 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt 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 perpendicuk3r to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' 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 W which bearings (supports) occur, ME 14! MiTek® EL > u ed&® LIP FORM016,019 Ci eNO-NArL ® HMRO-WR@ General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length('- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chards require lateral bracing at 10 ft. spacing, or less, ff 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 M#ek Holdings, Inc. Job rus Truss Type ty y HUM I UN t~ 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 003 Mi Fekn ust es, nc. on ar : : age I•t-00 7-0--0 14-9-0 I 16-7-3 I 22.0-0 223-0-00 1-0.0 7-6.0 71" 1-10-3 5.4-13 1.0411 US 11 Scale = 1:45.1 6 20 11 2x4 I I 5 7 e I-- 5x8 i g 2x4 11 20 11 20 II 3x4 3xt0 II 5.00 FIT 342 X4II 8 1 = 2x4 11 1 II 2 {i t 1 2x4 11 6 — 2x4 112x4II 2x4 11 3x4 : 10 2.50 F12 20 11 22-6-0 7-6-0 14-6.12 14r9-0 20-4-0 2w I 740 7-0-12 0-24 5.7-0 0-4-0 1-4-0 Ste Offsets _ - - r -19:0-4-8,0-5--OF LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TU -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TU 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6-SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2 = 354(load case 4) Max Uplift2 = -308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2 = 73511oad case 6, 10—1081(load case 1), 7 = 405(load case 7) FORCES fib) - First Load Case Only TOP CHORD 1-2 =12, 2-3 = -1339, 3-4 = -1339, 4-5 = 243, 5-6 = 283, 6-7 = -78, 7-8 =17 BOT CHORD 2-11 =1244, 10.11 =-32, 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9.10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; It =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. M6634 WARNING - Virirft desdyn paronseters and READ NOTES ONTiIIS AND REVERSE BIDE B6PVM EM. ® Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and is tot an kndlvldual building component to be Installed and loaded verbosity. AppRcablilty of design parameters and proper Incorporation of component is responsibility of building designer • not truss desionet. Bracing shown k tot lotmot support of individual web members only. Additional temporary bracing to Insure stablIliy duting construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the iesponsRbWty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consuR QST-a! Quality Standard, DSI•89 tracing specification, and HII.91 MiTek® Handling Installing and tracing Rem cotTrnendallon availablefromTrussPlateknstnute, 60 D'OnoUb Drive. Madison. Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131,4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14uc3 other, a 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 1/8" from outside edge of O at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromCSVCkpanel 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/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, 40" 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 M iTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. O 1993 Mitek Holdings, Inc. - CLIP FORM018,01 V 0 ffMR0,WR Job I russ Truss Type ty y a 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference to tional) sFebr e Industries, no on Mar age 1-0-0 i 5.3-14 1 10.0.0 14-8-2 20.0.0 121.0.0 1-0-0 5-3-14 4-8-2 4-8-2 5.3-14 1.0-0 Scale = 1:36.0 4x6 = 4 5.00 F12 2x4 2x4 3 5 2 8 LIT ' Ig 3x4 = 6 3x4 = Us 10-" 20-0.0 10-0-0 10-0-0 Plate Offsets • - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No:2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2 - 1024/0-8-0 Max Horz 2 =105(load case 4) Max Uplift6--419lload case 51, 2=-4420oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2-14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 = 1430, 6-8 = 1481 WEBS 3-8 =-389, 4-8 = 536, 5-8 =-444 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#4511il MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARMNG - Verj& design parameters and READ NOTIIS ON TRW AND RBVXRSX SIDE B8"11ZE EW. + 4& 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 verticafty. Applicability of design potameters and proper Incorporatlon of component is iesponslbsty of building designer - not hues designer. Bracing shown it fa loietol support of Individual web members only. Additional temporary bracing to Insure stability duffing construction is the responsiblllty of the erector. Additional permanent bilaoing of the ovetoh shuctute is the responslbMy of the building designer. For general guidance tegaiding fabrication, quality conhol, staage, delivery, etection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Speelrlcaton, and HIB-91 MiTek® Handling Installing and thqroaBecommendalion available lrom Truss Plate Institute, 693 D'Onoalo Drlve, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 3/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/5securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each c2Qother. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; Q joint and embed fully. Avoid knots and wane plates/ a" from outside edge of a ti O at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chord splices at / 4 length(+ 6" from ceCpaneladjacent 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 formal rater to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MQek/ 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 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. toslots. 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 continuouslateralbracing. 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 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 MTek® engineer. 15. Care should be exercised in handling, CLIP PANEL TM erection erection and installation of trusses. Mitek Holdings, Inc. FORM016, 010 HMRO-A/R® 0 Job ruse Truss Type ty y 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (optional) s e l e n istles, nc. Mon lvlar age 1-" 1 5-3-14 I 10-04) 14-8-2 20 0 121.0-0 1-" 53-14 4.8-2 4-8-2 5-3-14 1.0.0 Scale = 1:36.0 4x6 = 4 2x4 11 2x4 11 5.00 r12 3x4 3x4 2x4 11 3 5 2x4 11 25 x4 II 11 0 o 26 2 II 6 Li U 7 I$ 27 2x4 11 t0 2x4 11 2x4 11 9 2x4 11 8 2x4 11 2830 — 3x4 20 11 7x8 = 2x4 11 20 11 5314 10.0.0 14.8-2 20-M 5314 4-8-2 4.8-2 5-3-14 Plate Offsets LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP N0.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 90,2/0-8-0, 2 = 902/0-8-0 Max Horz 2 =1 G7(load case 4) Max Uplift6 = -373(load case 5), 2=-373(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 -1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5.9=-445, 5-8=81 NOTES 11 Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h= 1Bit; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2.0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2.0-0 end setback 7 Special hanger(s) or connection(s) required to support concentrated loads) 15.71b down and 10.01b up at 18-0-0, and 15.71b down and 10.0Ib up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (Ib) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 Wmwo - verW dtaWn panxnwtrrs and REM NOTES ON Twis AND REmim SIDE BEFORE UBE. www Design valid for use only with MiTek connectas. This design i based only upon parameten shown, and Is for an Individual building component to be installed and loaded vertloo y. Applicability of design parameters and proper Incorpoiallon of component Is respondbSlty of building designer - not truss designer. &ocing shown Is for lateral support of Individual web members only. Additional temporary brocing to Insure stability duiing conshuctlon Is the responsiblNty of the erects. Additional p*rmon*nt biaming of the overall shuclure Is the iesponNWSty of the building designer. For general guidance regaiding tobAcation, quality contiol, storage, dekwiy, mectlon and bracing, consult OST-88 Quality Standard, DSI.69 Bracing Specification, and HIS-91 Handling Installing and Ngaing Recommendation avollable from truss Plote Institute, 693 D'Onoeb DIN*, Madison, W163719. 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 1. 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 each14c2C3 other. o WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o o a _ at joint locations. truss and vertical web. Fo a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromceC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating 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. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 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 TM'i lek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1"3 M#ek Holdings, Inc. CLIP FORM018,01 V HMRO,AIR ® 4. ob Iruss Truss Type ty y 14673747DR1965FCGSCISSORS111 Job Reference to tional s e I e n ustries, nc. onmar 31 14:31:57age 4-0.15 I 7-8-0 I 10.11-1 15.0.0 1e-o 1-0-0 4-0.15 3-5.1 3.5-1 4-0-15 1-0-0 Scale = 1:28.4 4x8 = 4 5.00 r12 2x4 = 2x4 = 3 5 8 2 5xe = 6 1 7 I$ 2.50 12 3x4 n 3x4 = 7.8-0 15-0-0 - I —i 7$-0 7.8-0 Plate Offsets : : - - - -[6:0-1-11,0.0-71 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) i/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Harz 2=-80(load case 5) Max Uplift 2 = -340(load case 4), 6=-340(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2.3=-2090, 3-4=-1625, 4.5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8 = 969, 3-8 = -394, 5-8 = -394 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 4&WARMNO - Ver(& design pnranseters and READ NOTES ON TM5 AND RE VERSE SWE BEFORE USE. fessillil Design valid for use only with MITsk connectors. this design It based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. AppBcabMy of design potometets and ploper Incotporatlon of component Is tesponslbillly of building designer - not hues designer. Brocing shown Is fa lateral support of Individual web member only, Additional tempotaty bteckng to Insure Nablilly dwing consfructlon Is the tesponslblllty of the etectot. Additional petmonent brbrcing of the overall shuctute Is the responslbMy of the building designer. For genetol guidance tegaiding fabrlootlon, quality control, storage, dellwty. stectlo n and bracing, consuR OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 Handling InstatNna and BrolhgaRecommendation available hom Ttun Plate Institute, US D'Onohlo Delve, Madison, Wi 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 13/. * 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 eachcaQ other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates I/e" from outside edge of v O a at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chordssplicesP 4 length(+ 6" fromFL_ CA C, 06 at 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-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 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 tt• 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, n.A Indicates location of joints at 13. Do not overload roof or floor trusses with9whichbearings (supports) occur. stacks of construction materials. U 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erectionerection and installation of trusses. IM Mitek Holdings, Inc. CLIP FORM018,019 NYORO,A/R Job russ i runs ype ty y HORTON 14673748 DR1965F J ROOF TRUSS 14 1 Job Reference la tionap sFeb1 e n ustnes, nc. on Mar age 1-0-0 7-0-0 3 Scale = 1:17.7 5.00 F12 2 4 2x4 = 7-M 7.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 >77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3"-234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2 =188(load case 5) Max Upiift3=-213(load case 5), 2=-138(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; 8CDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. k6634 QWARM111110 - Vor(& dsaripn paransrtere and RSAD NOTES ON THIS AND RSVEXIM Z= B&MR8 l i:. ewr Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is lot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslblSty of building designer - not truss designer, Bracing shown k for lateral support of IndNWual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent briscing of the overall struclute Is the responsibility of the bustling designer. For general guidance regarding fabrication, quality corrhol, storage, delivery, etecllon and bracing, consul QST-Ba Quality Standard, OSB-89 Bracing Specification, and NIB-91 Handling Instalsna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates r/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-NailJoint/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 Vn-4 Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS a c3 J5WEBO oa UOa O U I OF ceBOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N M Teko PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 " 3 Mitek Holdings, Inc. FORM018, 019 Job Truss Type Oty Ply D R HORTON Iruss 14673749 R1965F MONO TRUSS 10 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr Ot 11:04:05 2003 Page 1 3 ScaN • 1 5.5 2 50052 1 4 r 2.4 LOADING (psf) SPACING 2-M CS] DEFL in (hoc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) Na - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4 REACTIONS (lb/size) 2=177/0.8 , 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(loaad case 4) Max Upliff2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(lood case 1), 3=26(kdad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARWNO - Verft design pammetere and READ NOTES ON T197S AND REVERSE SIDE BEFORE USE. rrswsw Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is lot an IndMdual bulling component to be and proper Incorporation of comnent Is responsbllty of building designer - not trussInstalledandloadedvertically. AppRaablNty of design parometen component designer. &acing shown Is for lateral support of individual web members only. Additional tempotoiy bracing to Insure stability during construction It the responsibility of the erector. Additional permanent brbcing of the overall sttuctum Is the responsibility of the building deslgnet. For genetal guidance regarding fabrlaatlan, quality conhot, stofage, delivery, erection and bracing, consult CST-88 Quality Standard, DSS-59 Bracing Specification, and HIS-91 MiTek® Handling Instalttalnand Bracing Recommendation available from truss Plate Institute, 543 D'Onoftlo Drive. Madison, W i53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to 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 eachc2Q other. a WEBS . J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; ; joint and embed fully. Avoid knots and wane plates /8" from outside edge of o ay at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPI/4at panel length(+ 6" from adjacent joint.) CS C, c6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL T~ cuPerection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 010 aotv[a-loan. ® HMRO p0 4. 1 tob I russ Truss Type ty y 14673750 R1965F K ROOF TRUSS 4 1 Job Reference to tional) MMONGWOOD, FL, VIM 5.000 sFebr e Industries, nc. on Mar age 1-a0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13.9 5.00 12 2 4 2x4 = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) 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) 3 =155/Mechanical, 2 - 335/0-8-0, 4 = 46/Mechanical Max Harz 2'-137(load case 5) Max Uplift3=-149(1oad case 5), 2=-126(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 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 girderls) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#457 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cen.#6634 WARNINB - VerW design parameters and READ NOTER oN rim AND REVER86' SIDE BEFORE USE. 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 vertically. Applicability of design pofameteis and proper Incorporation of component Is tesponsibitty of building designer - not truss designer. Bracing shown to for lateral support of Individual web members only. Additional lempomiy braclng to Insuio stability during construction Is the responsibility of the sreclar. Additional permanent brbcing of the overall Ouclure Is the responslblitly of the building designer. For general guidance regaidlp fabricallon, qually control, storage, dell"ty, erection and txackrg, consult CST-88 Quality Standard. DSS-89 Srac" SpecRleaflon, and HIS•91 MiTek® Handling Installing and $facing Recommendation available trom Truss Plate Institute, 50 D'Onohb Drive, Madison, Wl53719. Symbols Lumbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 eachc2Q other. 0 WEBS J5 Q 3. Place plates on each face of truss at each Far 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of o a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPatI14length(+ 6" fromC, C6 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall 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. 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. r: 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses, 1993 Mitek Holdings, Inc. - FORM018.019 fMRO-AIR0 i Job russ russ ype ty y 14673751 R1965F L ROOF TRUSS 4 i Job Reference to tional) s e I e n ustrles, nC. on mar age tDO 300 1.0-0 3-0-0 Scale = 1:9.2 5.00 F12 2 t 4 2x4 — 3-0-0 3.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) We 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 We BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 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.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3e=69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Horn 2=85(load case 5) Max Uplift3=-83(load case 5), 2=-121(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 - 29, 2-3 =-54 BOT CHORD 2-4=0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h-18ff; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#457 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#5634 WARNING - VerW dRs(pn parnmetersr and READ NOTES ON THIS AND REVERSE SITDE BEFORE I=. # Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vwIlcaily. Applicability of design parameters and proper Inoorporatlon of component Is msponsibNUy of building designer - not truss designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stablNty duiing const action Is the responsibilily of the erector. Additional permanent brbicing of the overall shucture Is the responsbSlly of the building designer. For general guidance regarding fabrication, quality conlroL st fage, delwry, erection and btacing, consull OST•BB Ouailly Standard, DSI.89 Bracing Speclflcatlon, and NIB•91 iTek® Handling Insta.IRnp and Bracing RecornmwWcdlonavailflour Truss floTrussPlateInstitute, 693 D'Onohb Drive. Madison, WI53719. Symbols Numbering System AGeneraf 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 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 each1 other. 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 1/8" from outside edge of 0 a y o_ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating formal refer to the MiTek/ Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TORIGHT. 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. 40,10 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 4 nAIndicates location of joints at which bearings (supports) occur. FORM018. 019 WISC/ DILHR 870040-N, 930013-N, 910080-N MiTek® 0 rrrvsra, lua 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL cup C 11993 Mitek Holdings, Inc. i Job Truss Truss Iype ty y 14673752 R1965F M ROOF TRUSS 4 1 Job Reference to tiona" s e f a n ustnes, no on Mar age 3 1-0-0 1." Scale = 1:5.5 5.00 F12 2 1 4 1-0.0 20 = 1 0 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 5 Ib 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) 306--17/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Harz 2=45(load case 4) Max Uplift 3 = -21 (load case 5), 2=-117(load case 4) Max Grav 3=26(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 = -37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; It = 18ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 M WARNING - Vert& design parameters and READ NOTES ONTMW AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameten shown, and Is 1of an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incofpaotlon of component It responsibility of building designer - not truss designer. Bfactng shown Is lot latefad support of Individual web members only. Additional temporory bfacing to Insure stability during construction is the tesponslblIlly of the erector. Additional permanent bracing of the overall stfuctufe k the responslbMy of the building designer. For general guidance tegarding tabrlaatlon, quality control, stofage, delivery, erection and bracing, consult OST-88 Quality Standard, DSS-89 Bracing Specification, and HIB-91 Handling Installing and Braclm gRecomendollonovaBable fromTruss Plate lfb Institute, 583D'OnoDrive, Madison, WI53719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 i. * 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. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; ¢ joint and embed fully. Avoid knots and wane plates I/e" from outside edge of v O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I /4 length(+ 6" from c. C, panel adjacent 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/ Gang•Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 of BEARINGothersunlessshown. 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 MTek® engineer. 15. Care should be exercised in handling, lllllllllll® PANEL TM CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016, 019 HYDRO,AIR0 Job Truss Truss Type City Ply D R HORTON 14673753 R1965F S ROOF TRUSS 2 1 IF o tional ACCU PAN-TH, LONGWOOD, FL 5,000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 1-5-0 5-3-5 9-10-13 1.5-0 5.35 4-7-8 Scale 1, yy16. 5 3.54 12 3.4 3 d 2 6 2x4 11r 6 5 U4 = 2.4 = 53-5 9-10-13 5.35 4.7.8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2X4SYP Np.3 REACTIONS ( lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Holz 2=228(load case 2) Max Uplift4=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 23=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3.6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pif) Vert 1-8=-74.0 Trapezoidal Loads (plf Vert 8=0.0-to-4=-183.1, 2=-1.7-to-5=49.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. # 6634 WARNINO - Veft deelpn parama mite and READ NOTES ON TRW AND REVERSE MDR BEFORE USE. 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 looded vertically. Applicability of design parameters and proper Incorporation of component is iesponsWltlty of building designer - not trust designer. Bracing shown Is too lateral suppod of Individual web members only. Additional temporary brocing to Insure stability during construction is the responsib8lty of the erector. Additional peimonent brbrcing of the overall shuctuw is the iesponsblNty of the bulkllng designer. For general guidance regarding tcbilaatlon, quality control, storage, delivery, mectlon and bracing, consult OST-88 Quality Standard, DSS-89 Srocmg Specification, and HIS-91 M k HandllrmInstallingandSmeltRecommondallonavailablefromTrussPlateInstitute. 593 D'Onoelo Drlve, Madison, wl53719. 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, propertysecurelyseat. 8, J2 J3 Ja owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachcaQ other. O WEBS , J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; a joint and embed fully. Avoid knots and wane plates/s° from outside edge of 0 ay at oint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 1/aat panel length(' 6" from adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE Preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING 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 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slats. 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, 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. 9 stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MTek® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mtek Holdings, Inc. CLIP FORM018.079 6A1110-NAIL ® HMRO- IRO ob Truss Truss Type Oty Ply D R HORTON 14673754 R1965F S1 ROOF TRUSS 2 1 r. optional) ACC PAN-TH. LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2D03 Page 1 t-5-0 1-5A t•5-0 t-5-0 Score • 1:64 2 3.54 12 d 1 4 1-5-0 W LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. v REACTIONS (lb/size) 3=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanicai Max Horz 2=47(lo,#d case 2) Max Uplift3=-40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 23=-24 BOT CHORD 2.4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf,, BCDL=5.Opsf; occupancy category 11; exposure B; partially;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to3=32.3, 2=0.0-toa4=-14.1 Junaidie Budiman, Lic.#451 Iil MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 wARNzNG - Vorft d.stgn pars nutera and R,&W NOTas On TRW AND REVERSS sma a8FORX UM. •• Design valid for use only with MiTek connectors. Thk design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. AppNaabMy of design parameters and proper Incorporation of component k responsdbilly of building designer - not truss Eldesigner. Bracing shown Is fa lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the etectot. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi OST-88 Quality Standard. DSB-89 Bracing Specification, and 14IB-91 Handling Insta"Insf and Bracig Recommendation available from Truss Plot* Institute, 583 D'Onoiio Drive, Modkon, Wl53719. M Tek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordssplicesP at I/4 length(' 6" fromceVpanel 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall 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 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. KrIA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PfUEL erection and installation of trusses, I Mitek Holdings, Inc. 0 S L K A9 All A13 A15 A17 A19 A A A A I A 1 AQ as A 0IWI I A 1 A A A A A 14-0-0 BRG. IN ENTRY 14-0-0 CLG. ' A2 VOLUME ClG A2 _ AG1 L- 16- 0 0 I I 0 0 uj 0CD CG 0-0-0 —0_ RNING: ALL BEARING WALLS TO BE PLACED I J L 1 PLY HGR. IGTICEH REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I 1 PRIOR TO SETTING TRUSSES„ 9. ! 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS' WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. SIGNED APPROVAL X1 JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: S LOAD.SHINGLES CCU SPAN CUSTOMER: D R HORTON M: 12" A7-14k40 BY: T.H JOB NAME: MODEL 1965 "D" ELEV„JCL BRG: BLOM Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAC3E DESCRIPTION . ,.:... _ . D AI / REPORT p SERIES INDEX MASTER FILE NUMBER 1 1 iNSTALLAT" DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEXOM 1000 . 2 - iNSTALLAT DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 1000 3 INDEX 4 INDEX! =' 6 JINSTALLATION DETAIL WRVS SCREWS HORZ. SLIDING. FINWINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINsTALIATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 . ; •. INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 1000 11000 I10001600 3 2000 6 INDEX .'MASTER 7 INSTALLATION DETAIL W/#8 SCREWS FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW JFMMS FLEX0018 . IM,1500 S, 2000 1000 a 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760- S 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 S, 2000 11 INDEX . 12 FIN INSTALLATION:DETAiL DESIGNER FIXED WINDOW MASTER FILE NUMBER 5 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500.1000 & 2000 13 INDEX ;... 14 ISLIDING GLASS DOOR INSTALLATION WITH W SCREWS MASTER fiL.E NUMBERS FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1500,1000 3 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS! DESIGN PRESSURE.CAPACMES 1HMFLGTR 100011600 if FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS l DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000/1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES 1HMFIN 1000I 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFLG 1000 / 1500 22 INDEX ' 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFL0 MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11000 2HMFINTR 1500 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL -MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFL0 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES I2000 30 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VWW I2000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLO. 2000 1 1,NS REMWED IfY OF SANFORD Pape 1 of.i TEST REPORTS WINDOWS BY FLORTOA EXTRUDERS BOAT TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONR+ OPENING BT OTHERS ONE BY WOOD BUCK By OTHERS CAULK BETWEEN WINDOW FLANGE i WOOD BUCK STUCCO jITOTHERS PERIMETER CAULK By OTHERS CLASSEESNOTES) WINDOWHEIGHT PERIMETER CAULK - BY OTHERS a CAULK BETWEEN VINDOv FLANGE L PRECAST SILL W/WULICEM It6 ADHESIVE CAULK OR ^PROVED £OL. CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS INSTALLATION ANCHOR 3/I6• CIA. TAPCON SHOWN CSEE NOTE 9) O ONE IT WOOD - BUCK BY OTHERS BUCK WIDTH SKIN AS P.EO'D, FLANGE TYPE 1/4" MAX, WINDOW FRAME cSES NOTES) JAMB INSTALLATION ANC C61 3/t6' DIA TAPCON SmOWN cSEE NOTE 91 - D 1'1/1' MIN CLASS (TYP.JEMBEDMENT (SEE NOTES) 0 CONCRETE NASO;NRY OPENING iY OTHERS 1-1/4. 16A j xwi(01(NT ID U. v I - .v 1 i CAULK BETWEEN J' WINDOW FLANGE i WOOD BUCKPERIMETER SKIM AS RED'D. CAULK 1/4• MAX. By OTHERS SEE NOTES) WINDOW WIDTH FLANGE TYPE 1 STUCCO WINDOW FRAME BY OTHERS CAULK BETWEENMEADERvWDDUCKLSECTIONB-8 „AS'Y.OPENING BT OTHERS BUCKHEIGHT WINDOW HGT. I K- FLANGE TYPE WINDOW FRAME SILL WINDGW WTH. ELEVATION VIEWED FROM EXTERIOR SILL STOOL PRECAST SILLBY OTHERS By OTHERS SECTION A -A a >eP_ F 212002 i TAPCON LOCATION CHART CALL TIP TO I LOCAT;ONSN icA,LOCATI N 1N JAM 50 T"r TO PTO TO SIZETIPow022 74 x 26 C.0 CA U I la 023 74 x 32 3/B C.0 O.E IU.K.L1 W.K.I. O+4 74 x SO S/6 CD D.E I.J.K1 H,LL 106 t A x D 033 IO6 1/4 x Sa I/. B.0 C e D E U.K1 . 1yltA. ou f< B.t C. A,- C . I J.K L 722 LQ§ X A. a .. U 123 11 x 39 3/B B.C.S.z c* r F U.K.L U.K.L T 4 111 x B.C:G.=_ s:C.OA. I,•I:K1 I K L xz. R 1 y IJ.K.L M3 120 x 31 3/8 B:C,C S I. A-.CA.E.F WA.L UJ(,L 4 1 x A:B.0 c t tA.E,r G.H J,( N K 5020 72 x 24 IJ 6030 72 x 36 C.D C.D•E LJ I.J.K,t C. v CAE I,J.K1 I.J.K:L70" 64 X 36 B:C,L E 1 C.D.E IAK.L I.jx.L 70 S a A B.C. E 3 H.O.E I.J,K1 IJat t 96 x 24 6030 96 X 36 B.C.0 C.O.E I,J,K.L U.K.L 4 B,C.DS 3.C.DE.F I.J K L G M.1J Kl 9020 105 x 24 L 3.C.D.E U.K.L 9030 10,x 36 : B.C.D.E BC = A.B.C:2Cf UJJC. L I K U. K.L 10020 120 x 24 L Li U.K,L 10030 I 120 % 36 S.CS It. .F 1,l,K1LJ.K,I 100< 0 120 x 46 B,C.0 c. Aj.C,D. F I,J,K1 I.J.K.I NOTES. 1) SHIM AS REO'D. AT EAC- INSTA.IATON ANCHOR. MAX, ALLOWABLE SMIM STACK TO SE 1/4. 2) WINDOW FRAME WTERIA:; ALL9CYJM A6LOY 6063- 3) TAPCON WSTALLATION AwC HORMUST SE OF SUrm EMTLTM. TO ACHEVE MIN. EMBEDMENT *OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICONKZED ACRrJC CAULK BEHIND WINDOW FJWGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SLM35TRA:E WITH VULKEM 116 AOM CSW- CAULK OR 0PROvED EOVAL. S) USE SWCONKZED AC"_: CAIr_KFOR PERIMETER SS.ALAMUNO ExTAROR 1 OF WINDOW FLANGE. 1 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY USTED WRM NEXT LARGER S12E. FOR THE APPROPRIATE DESIGN B PRESSURE REOA 7) MASS THICKNESS MAY vARY PER THE REOUIREmWS OF A'ATME1300 GLASS CHARTS. B) LETTER CE&Cftk OfNS ON THE TAPCON LOCATION CART I0"-.-- WHERE UPCON ANC-MORS'ARE TO BE INSTALLED WHEN USjIG ?E EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED r.OLESNOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w-i fe SKEWS OF SUFFICIENT LTM. TO PPWDE MIN. S/B IN. EwBEDME'.T INT: W000 °MK. 10) APPLICAAON Or VULKEV 116 A.r.ESN/E CAMK AT 'RAME SILL MUST COMPLY WITH SEALAN' MANU-4.TUPE?'S RECOMMEVDATONS. 11) WHERE WINDOW K INS.A.LED h MASONRY OPENING WITH A STRUCTUAL TWO BY SUCK. USE i'O SCREWi OF SUFFICIENT .SNGTH TO ACHIEVE 1- 3/9" MIN. EMBEDM.NT A: a : INS:ALLATON FA=-ENER LOCA'ONS. r SHEATHING CAULK BETWEEN BY ETHERS WINDOW rim t SHEATHING INSTALLATION ANCHOR NO SCREW STUC:O OR SIDING By M1'..ERS P£RIMCIER CAULK By OTHERS GLAZING (TTPJ SEE NOTE 7) TWO SY VOOD BY OTHERS 1/A' MAX. SHIM SPACE AS RED'& NOTES) WINDOW WIDTH TWO BY WOOD IT OTHERS SHIN AS REO'Q SEE NOTES) 1/4' MAX. SHIM SPACE CAULK BETVEFN Wow FIN t SHEATHING 1' Mix EMBEDMENT f WINDOV WIDTH FTN TYPE _ 24' O.C. WINDOV FRANC I MAX. HEADER II <TYP.) A111 GLAZING (iTP AULK7P'l ETERULSEEMOTE7) WINDDv £ SPACfr j // MER$ pOTHERS ElGHIiANCHIMS rim TYPE WINDOWWINDOW (TYP.) FRAME JAMB IDING GR HEIGHT SIDING Br AINSTALLATIONCm mSoiMERsaruMalmaSCREW B B SECTION B-6 A 6• MAx24O.C. (TrP FIN TYPE MAX.(iYP WINDOW FRAME 6' MAX. (TYP.> SILLELEVATION v1E M X RIOR MARBLE SILL STOOL BY NOTES - OTHERtt + 7'}w,T}; S p. G.PERIMETER A. T M AS Coro. ADucE,.T To.EAEM MsT,:.nDM A a,cP. wX. ALLotAeLE SHIM STACK TO Br OTHERS . A`+ p-- `' + + + :sAIME: 2) W94D1Ow FRAME MATERIAL ALUMINUM ALLOY GM, AOR D.f EX MAjE!gR5 _ 3) SWALLATK)N ANCHOR MUST BE OF SUFFtC:ENT LTM. TO LCKEVE MIN. EMBEDMENT OF I - INTO WOOD FRAME MEMBER, j a 7 jy s) USE SLICDw2E0 ACRYLIC CAULK BEHIND WMDOr f NA' HEAD. SILL d JAMes, T /._. , S) USE SRXONIZED ACRYLIC CAULK FOR PER'Mc ER SEA. AROUN0 EXTEROR OF WINDOW FRAME. IN/ A' SHIM '--" 6) GLASS 7W-KNMMAY VARY PER THE RErJIREMEN S OF ASTM E1300 GLASS CHARTS.. ANCHOR sg SCREW SPACE MAX. 7) INSTALL MISTALLATON FASTENERS AT 6• MAx. FROM COP_NERS AND MAX, 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W'M ANCHOR SPACING AS STATED, IS 70.0 PSF FOR STU4f0 OR ALL AvAx.ASLE SIZES UP V 73• x III' mAx. SIDING BY SHIM AS REO'D. IOTHERS1( SE£ Mf'T«• CAUL( BETWEEN I WI14 FIN -i 11MIN t Z AIMRG y OTM RS EMBEDMENT TWO H WOOD BY OTHERS BY OTHERS SECTION A -A NUEPARED 11, PRODUCT t APPLICATION I IWALa: A L_1 1 r / U4 )JLALL: IN. I ,.UnMr,: 7 LLAUUCO InCL rA INTEROMTIOAL PKWY, SWTE 2St. NEA-4tow. FLcv:DA 3274i mCAt A 7 W5-@ffi! FAX H7 n5-t355 i SHEATHING CAULK BETWEEN HT OTHERS vI+SHEAFT \ INSTALLATION ANCHOR A8 SCREW STUCCO OR s1DaIS PERIMETER CAULK. BY OTHERS GLAZING (TYP) SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK By OTHERS INSTALLATION ANCHOR 08 SCREW STUCCO OR simmo Br --- DINERS CAULK iCTVE£MWINDOWFIN L SHEATHING TWO By WOOD I__ntx BY OTHERS 1/4• MAX. SHIM SPACE SHIN AS REO'D FIN TYPE (SEE NOTES) VTNDGV FRAME HEADER wINDOV VIDTH 24• aC. MAX. ATYPJ WINDOW HEIGHT FIN TTPE IL FRAME SILLLE MARBLE SILL STOOL BY 24' O.C. OTHERS MAX. CTYP.) I/4' MAX. r SHIM SPACE SHIM AS REO'D. SEE NOTES) SHEATHING J EMBEDMENT TWO By WOOD HT OTHERS BY OTHERS SECTION A —A WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS RCO•D. SEE NOTES) GLAZING (TYPJ ME NOTE 7) FIN TYPE WINDOW FRANC JAMB EQUALLY- SPACE ANCHORS (TYP.) 5 I/4' MAX. CAULK BETWEEN SHIN SPACE WINDOW FIN L S CATWNG I' MIN EMBEDMENT L SHEATHING ST OTHERS PERIMETER CHEERS HY ETHERS INSTALLATION STUCCO DR ANCHOR 03 SCREW SIDING By OTHERS SECTION 8-8 t al_Es- 1) %w AS REO'D. ADJACENT TO EACH INSTALLATION AMCMOR. MAX. AIw .OwABLESSTACKTO BE 1/4•. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACMICK uN. EMBEOMEMT OF I• INTO HOOD FRAME EMBER. 4) USE SILICONIZED ACRYLJC CAULK BEHIND WINDOW AN AT HEAD. SILL h JAMBS. VAT10N •-) USE SL1CON20 ACRY'JC CAULK FOR PE.aWETER sEALARouND EXTERIOR OF WMDDw FRAME, VIEW M X. IOR 6) GLASS THICKNESS MAY VARY PER THE REOUIREMEHTS OF ASTu E13M GLASS CHARTS. y } a • + rOr, v , ,. A r'.''. fl 7) INSTALL NSTALLCION FATEMERS AT 6' AX FROM COR•HERS a' `AH+ •'' s'"` brA AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF 7 r r 1T _ NSA ALLATIONS Wr.+ AMCr:R SPACING AS STATED. IS 70.0 PSF sl ti, FOR ALL AVAtuBL r SIZESUP TO 119' X 49 5/8' WAX. rcoR A EknRu.°c L REV nEscRPTioiv HATE ix FLORIDA EXTRUDERS IITERNA1torlAi INC. SANFORD. FLORIDA TITLE: INSTALLATION DETA+.L wl #8 SCPEVS MORZ. SLIDING FIN VINDOV XOX CONFIGURATION- SERIES 1000 F1} DRAWN BY: BB JlRPROVED BY: 4 j' GiiiTG DATE.12/17/01 SCALE.N. T. S. DWG.: FLEX0029 A s• MAIL TYP.) L 6' MAXdYPJPREARCD 11, RDRICT L APP-ICATR)N CNGINEERLNG. PC- 2S0 TNTERMATIOMAL PKVY„ St1YC 2%. M[ATnQOW. 1:91ISA 32T46 PHONE 407 BIOS-036S FAX 407 82S10)66 CONCRETE OR CAULK BETWEEN WOOD TALLATIONHAMMYOPENINGBUCKLMASTJNS. OPENINGINSD1A. TA ITOTHERSByOTHER; ONE BY WOOD BUCK BY OTHERS fl l l CAUU( BE EM WINDOW FLANGE 4 L WOOD I 1i4, SHIN SPACE MAX. STUCCO By OTHERS PERIMETER SHIM AS REO'I cSEE NOTES) CAULKWA IT OTHERS WINDOW FLANGE TYPE 1( HEIGHT) WINDOW FRAME HEADCR GLASS ( TIP.) cSEE NOTES) RIGID VINYL GLAZING BEAD TYP.) PERIMETER FLANGE TYPE CAULK WINDOW FRAN Dr OTHERS SILL Q CAtILx BETWEEN 4 V WINDOW FLANGE V LPRECASTSILLV/ VULKEN 2I6 PRECAST SILL CTION. A -A ADHESIVECAULKBrOTTERSSECTION — OR & PROVED EOL. FW. V. A B C D E 1 E W. H. / r G ANCHOR PCON SEDMENT ONE By WOOD CONCRETE MASgrj BUCK9, OTI(ERS A W. BUCK WIDTH) 1/ 4, SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME HIM AS REO'D JAM3 SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA, TAPCON RIGID VINYL GLAZING BEAD SEE NOTES) ar DTRs I- lI.• I" CNXDN[ NT D v BJl CAULK BETWEEN I) CK WINDOW FLANGE GMT) L %.=D BUCK v PERIMETER CAULK STUCCO By OTKRS By OTHERS W. V. cVINDOW WIDTH) CAULK BETWEEN - SECTION B-B NA OPENINBUCK GNOTES, NOTES. BYOTHERS 1) SHIM AS RED .0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SUCK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SNLICOMIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD @ JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM i16 ADHESrvE CAULK OR APPROVED EDUAL. 5) USE SIUCOMIZED ACRYLIC CAW( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) IF EXACT WINDOW SIZE 6 NOT LISTED I1 ANCHOR CHART. USE ANCHOR OUANTITY LISTED vxTN NEXT LJ vXA StZE FOP THE APPROPRIATE DESIGN PRESSURE REO'D.. 7) GLASS THICKNESS MAY vARY PER THE REOvtREMEMTS OF ASTM E1300 GLASS CHAPATI. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANpDRS ARE TO BE 1NSTALLEA WHEN US" THE EXTERIOR E._ AVATO N AS A KEY 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH /E SCREWS OF SUFFICIENT LTH. TO PROVIDE MW. 5/ 3 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S PECOMMENWTANS. 11) ONE ADDITIONAL FIELD OP.ILLED 4 INSTALLED AMCMOF. IS REO'D. IN EACH JAMB ON THE FOLLOW04 SIZES: -D25" (73 7 62). "D26- 73 x 71),-56uWm- (65 x 71). &-SoM6OM- (71 x71). PLACE ANCHOR BETWEEN ANCHORS 'G AND I- AND BETWEEN ANCHORS 'N AND J. OVER 55 PSF ONLY 12) WHERE VANDOW IS INSTALLED I4 MASORP- OPENING W17M A STRVCTUAL F TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1- 3/8- MW, EMBEDMENT AT Al MSTALLAION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE (11 ADD A #:0 SCREW ANCHOR To EACH JAMB FOR NOTED DESGN PRESSURES. GWAUAL FL- CaDk [bbiA1 A.... Crw= sLyi4/Ot4 ar/y(/n S PP.CPARE: Dr. PWJMrl 4 APPLICATION EN CALL TIP TO SIZE TIP Ta IH2 26 1/2 x 26 C 1N3 26 1/2 X 38 318 C Ih4 26 1/2 X 50 6/0 C 1H.5 26 1/2 X 56 1/. C IMs 26, 1/2 x 63 C INS26 12 x 72 C n 23 37 X 26 37 x 38 3/8 C 24 37 X 50 5/8 C 245 37 X 56 1/0 C 25 37 X 63 C 26 37 X 72 C 33 53 1/0 x 38 3/2 C 34 53 1/6 X 50 5/0 C 345 53 1/6 X 56 1/4 C 35 53 1/9 X 63 C 1 x 7 C 023 74 x 38 3/3 B,C N 02474X50 $/a 0245 74 x 56 T/4 B.0 D125 74 x 63 B.0 74 x 72 e'C Oy20y 4 X 4 20M30M 24 x 36 C 2OU40M 24 x 46. C 2OM46M 24 X 54 C 20MMU 2: x 60 C X 72301620M36 X 24 3OU30M 36 X 36 C 3OM40M 36 X 48 C 3OU46M 36 x 54 C 3OW50M 35 x 60 C 30M60M 36 x 72 C 48 X 36 C 40 48 x 48 C 48 X S4 C 4o som48x60C40UMM48 x 72 C 466130M 54 X 36 C 45M40M 54 X 48 C 46M46M 54 X 54 C 46MSOM 54 X 60 C 4 x 7 C qy X 4 SCMSOM 60 x 36 C 5OM40U 60 X 48 C 50M46M 6C x 54 C SOMSOM 60 x 60 C SOMSOM 66 x 72 C 56M3GM ee 6l6 X36 e.c 56M40M 66 X 48 B 56MASM 66 x 5A B.0 56M50AA 66 X 60 e.0 5EM80M 66 X 72 e.c 1Y LOCATION CHARTNIN HEAD GL NATIONS iNJAMB6pvDOW A" J w DAv TO TO TO TO TO 111 r 700 C C G.M C,H CA C C G.H C n CA C C G.M CA GA.0 C C G.M GA GAJJ C C Q:M GAJJ LJ'JJ C C G.H GAJJJ G h 1J C L C G,H MG. Y hG. H C C G,h C.MJ.J G.nJJ C C G,M G,MJJ GJ','J C C CA GAJJ C.r" C C GAJJ G.MJ.J E.F.C.HJJI.0 B C G'M CJ1 YA GJUJ I.0 C CA Cm.IJ GAJJ I,C B.0 G.MJJ CAJJ E.f.MJJ LC I C GAJJ G.HJJ E.F,G,N.tJ I,C B.0 4A" T E.F,GA.0 E.F,OA,U I.0 IA3is G,M GJiJJ I.0IA;.C;o C.)1JJ GAJJ EY.GJ(JJ C C GJ1 0,n G.H C C CA G.n GAJJ C C GA CA CA.1,J C CA GA J M 1 M A M C C C:M G.H CA C C C.M C,MJJ G AJ,J C C GA G,HJJ G,HJJ C C G.n GAJJ GAJJ C C G,HJJ GAJJ E.F.G.M,I C I C,K U. G.HGA.1J C A CA u GJ(JJ C 1 1.1 GAC.HJJ OJN,IJ C C, M.JJ G,HJJ E.F.G:M,t CG, N LJ Ef G.H 1 i H 1 a. A A J+ B.0 SIX GA GA GJ(JJ B.0 B.0 GA C.MJJ G.MJJ B.0 B.0 GMJJ G.MJJ E.F,GAA B.C. B.0 G,HJJ GAJJ E.F,GAJ. 1.[ HI F y1 P. B, G, M CA G. B,C 9.0 GA CA GAJJ B.0 e.c Gil C,MJJ. G.MJJ B.0 B.0 G,nJJ G,MJJ E F CAJ, e,C B.0 GA s j GAJJ U.G,MA B,C ec GJI.1J D J+ A B.0 A.3. C C.M GA G.MJJ e.c 1 Ca G.M G.MJJ GAJJ CXIJ GJ( JJ E F G.MJ. WW30M 72 x' 36 e,C B.0 !1 C : GA I G. n GAJJ 60M40M 72 X 48 EX B.0 ! 1 C 3 GA G,MJJ GAJJ Wm&sV 72 X SA B.^_ BCC A,1C G.M.Ii G"Xi E G.M.1J 60M53M 72 x 6C 8.0 A,1 C G.H.1J E,F,G.nJJE. F'.,H.1J 72 X 72 ° C B C A•S.C.i G:M I J EF C JJ .. M I ADDITIONAL ANCHORS RE'D. SEE NOTE 11 FLORIDA EXTRli DERS INTERNATIONAL, FO D, FLORIDATom: iNSTALLAIION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE'WINDOu — SEP.i:ES 1000 DRAWN BY: BB APPROVED BY: 41,E DATE:10/23/01 SCALE: NTS DITc-: FLEX0020 i:w. 1NC- 25D INfERtAA'IIhAL PXVY.• SUITE 2W. HEIST 3W. 1`66 22746PROW • 7 605-0365 rAX A;T 605-DIiD A CAULK BETWEEN ONE By WOOD BUCK BY OTHERS CONCRETE OP. WOOD BUCK L MASONRY OPENING MAS'Y. OPENING IT OTHERS By OTHERS CAULK BETWEENWINDOWFLANGE ILWOODBUCK a A EMBED• MIN EMBEDMENT INSTALLATION ANCHOR f iE;S' DIA, iAPCa+ STUCCO ! SHIN AS REO'D.. By OTHERS 1/4• MAX. KRSN[TER tSEE NOTES) CAULK B7 OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VDtYL GLAZING BEAD L (TYPJ GLASS L1W h (TYP.) cSEE NOTES) B.V. y, 1-I/4' MIN DUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE IT WOOD 3/16' DIA. TAPCON p BUCK BY OTHERS STCO Br MERS SHIM AS REO'D. RIGID VINYL r1/D• MAIL GLAZING BEAD 'SEE NOTES) IT YP.) GLASS — TTPxSEE NOTES) rLANGE TYPE ) WINDOW FRANC JAMB CAULK BETWEEN WINDOW FLANGE v L WOOD BUCK P CAMZ! IT OTHERS W.V. WINDOW WIDTH) EIGHT) Bx BUCK CAULK BETWEEN HEIGHT) WOOD BUCK t CAULK BETWEEN WINDOW MAST. OPENINC FLANGE L PRECAST SILL BY OTHERS W/ VULKEN 116 ADICSIVE SECTION B-BCAULK. OR APRV'D. EOL. FLANGE TYPE CONCRETE OR PERIMETER WINDOW FRAME MASONRY OPENING CAULK Stu By OTHERS BY DINERS W.W. 'Y PRECAST SILL ' . 0 a OBYOTHERSABC a SECTION A —A 4iN) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D EsNDSTACKTOBEtIAL, 2) MONOLL FRAME MATERIAL, M ALUMINUM ALLOY NT L NON3) pNSTALLA7ION ANCHOR MUST 0E D< SUFFICIENT LiM. TO ACHIEVE MN. EMUDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. D) USE 9UCONKZED ACRYLIC CAUL( BEHIND WINDOW FLANGE AT HEAD 6: J B K B O JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA'E WITH VULtEM 116 ADHESIVE CAULK OR APPROVED EOUAL 5) USE SILICOr6ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W;H. F C3 A; EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE K NOT LISTED IN ANCHOR CrART, USE AJANCHORQUANTITYLISTEDWITHNEXTLARGERSIZE. FOR THE APPROPRUTE DES" PRESSURE REO'D. 7) CLASS THICKNESS MAY VARY PER THE aE0U1REMENTS of AStM E000 CLASS CHARTS. e) LETTER DES CtuT04 ON THE TAPCON LOCATION CHART INDICATE t . wMERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE H EXWWR YAATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESO" ED FOR TAPCON ANCHOR- SHOULD BE. FILLED WITH /6 SCREWS OF SUFFICIENT LIN. ^ .. TO PRONDE MOO 5/3 IN. EMBEDMENT INTO WOOD KICK. A iRW A O APPLIES O T E FLORIDAEXTRUDERSUDER . THE ELEVATIONPRINTALSOAPPLIESTOTHEFLOWExTRu0ER51500AND2000 SERIES SINCLE MU NCS. f I) wHffRE WINDOW IS 6NS1A11 rn w MASONRr OPENING WTTH A s i TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JANS SIZE SIZE sour To DOPsr D1Nsr TO 7OPSF Mow TO 4019 a ; PSr TO 7}sr 12 to 1/3 x n 8 e r.c F,C 13 16 I/6 I, 37 3/6 B B r,C F,G 1a 16 1/6 X.a9 S/6 B B F.G f,c I45 16 1/e x 55 "A B e r.G F,G Is to 1/2 x 12 e B F.6 • F.c 16 16 1/9 A 11 B B f.G F.G.MJ 7 1 1 x F Ga. IH. 25 1/2 A 25 B B IM3 25 1/2 X 37 3/6 B B F,G F.0 1"4 25 1/249 e/6 e a F.G F.G.Mi IHDS X 25 1/2 x 55 1/4 e B F.0F.C.NI IM5 25 1/2 x 62 B e A F.c.HE 1NG 25 1/2 X 73 a a F.GF.C.H) 1H7 n 1/2 X $3. B B F.GJ.K F.G1430 1/2 . 26 301/2 36 3/6 29 1/2 x 25 29 1/2 X 37 3/6 r1. 41 30 1/2 . 50 5/6 29 1/2 X 49 5/6 e B f,CF.ClU 30 1/2 . 56 t/s 29 1/2 x 55 1/4 8 e FA F.GY) 30 1/2 . 63 n t/2 x 62 e e F.cF,C.MI 30 1/2 . 72 H 1/2 X 71. e 8 F.G.HJ F.GJU 30 / 2. e. 2+ , 2 x 63 e e F,G.0 F.cJ.K 22 2336 x 25 36 a 37.3/9 B e F,CF,G 20 36 x 49 5/0 8 e F,G F.c.N) 245 36 x 55 1/4 8 8 F.0 F.c.H3 25 39 X 62 B e F.6.N,1 F.C.HJ 26 36 X 71 B B 1,c.H3 D.E.F.G,H3 7 - 36 x 63 a p F.CJ.K F.G.11JJ.t a . 42 , 36 3/6 Di x 25 1 It 37 3/6 B B F,G F,G.M3 42 , 50 6/6 X a1 s/e B B B BF6. F. G.M.1 r. Gr3r, C."i 42 . 36 1p 42 , 63 01 X u 1p nx62B B f,CR1 D,E.F.OI•U 42 a 72 at x 71 B B FA.M3 D.E.F.c.HAD at x 63 Fc .N F.C.MJJ.K 43 26 46 , 36 i/6 07 X 25 47 X 37 3/6 B A. AC FA F.c.H3 b , DO S/3 o X 41 5/6 B BA.0 A.0 0 F.C.M,1 F.C.P.) F. O,H) 46 , S6 1/4 to a 61 47 X 55 1/4 r.G.M,1D.E.F.c/1J 46 , 72 ai X 71 B A.0 F,c.HJ D.EF,G h,i a 47 x 63 ne ... K 32 52 1/ 1x 25 a A.0 r.c 33 52 1/6 x 37 3/6 B A.0 r,G F,C Ni34 52 1/$ x a9 s/6 a A.0 F,C.H,1 F.C.M/ 305 52 1/6 x ss 1/4 a AC F.C.M.1 O.E.F.G.,U 35 52 1/6 X 62 a A.0 F,c:M.1 D,E.F.G m. 36 52 1/e X 710 A.0 F.C.HJ D.Ej.G.H.I 37 S2 1/e X es 9 C r.GJ.K D.E.F.GIKIK 37 SIZE NOT AVAILABLE IN IOOO OR 1500 SERIES. am RE?, RED p': PRODUCT A APPUCA:KtN ENOwEEOO16, INC.. 250 FLORIDA EXTRUDERS INTERNATIONAL. FLORIDTITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1300 L 2000 DRAWN BY.: BB I APPROVED BY: DATE: 10/09/01 SCALE: NTS DWG.: FLEXOO 16 AItONNI PKr.. SUITE no. NtAfM"W. FLOOKIA 32746 PHONE do? 605-M$ rAX 407 110-0366 CAULK B•CTvEEN SHEATHING WINDOV FIN i By OTHERS SHEATHING INSTALLATION AYCMOR IB vCOD SCREV STUCCO BY OTHERS VINDOV HEIGM PERIMETER CAULK By OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CALL" By OTHERS INSTALLATION ANEIOR . IB WOOD SCREW STUCCO I BY OTHERS CAULK •BETWEEN V]NDDv FIN SHEATHING i SHEATHING BY OTHERS SECTION A -A 1' MIN. EMBEDMENT Two By WOOD By OTHERS SHIN AS RCO'A SEE NOTES) 1/1• MAX. SHIM SPACE FIN TYPE vINDOv FRAME MEADER GLAZING (TIP.) cSEE NOTES) FIN TYPE VINDOv FRAME 11VAR10LE SILLSTOOL. BT OTMCRS VINDCV VIDTH 1/4' MAX SHIN SPACE SHIM AS REO A TvaSTUDBy VOIDSEENOTEbSTUDBYOTHERS il7Jli Y7.11•,• cwrl?l am F•d N. UFA_ I' MlNa EMBEDMENT FILE # GLAZING (TES) tSEE NOTES) SHEATHING IT OTHERS CAULK BETVCEN I WIDTH 1 I A i B B 24' O.C. MAX. (TrP.> EOLALLY SPACE VINDOV ANCHORS CTTP.) NEIGHT 121'j— A I — 4' MAX. (irP.) ELEVATION VIEWED FROM EXTERIOR TVO IT VDOD BY OTHERS YM]N. EMBEDMENT arn FIN TYPE VJNDty FIN VTNDOv FRAME L SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAi% 18 WODD SCREV BY OTHERS STUCCO By GTMERS SECTION B-B NOTES, 1) SHAM AS REO'D. AT CACH INSTALLATION ANCHOR. MAX. ALLOwABIE SHm SACK TO BE 1/4". 2) WINDOW -FRAMME MATERIAL ALUUMM ALLOY 6061 -- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT. OF i" 04TO WOOD BUCK. A) USE SILICONRZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL ! JAM?S• 5) USE SIICONIZED ACRYLIC CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF w%DOw FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN AND -OR CHART. USE ANCHOR OLL4.%=r LISTED WIT NEXT LARGER S(2E. 7) CLASS THICKNESS MAY v0Y PER P.EOUIREMEMTS OF ASTM E1300 GLASS CMANM . 6) FLORIDA EXTRUDERS ID70 SERIES SINGLE HUNG 6 SHOWN. THIS PRAT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. mrVARr"J I• PR9t[i I AgcicATLSI EHPJNFERING, AC. 270 NMTERM ATMr ft PKvr,_ STATE 2%- r=A'nF_-, FLdHiM 32746 ftOC 407 II5-0355 'rAA 60 WS-0366 7 CONCRETE OR14ASONRVOPENING BY OTHERS ONE BY WOOD BUCK By OTHERS K BETWEENWINDOWFLANGE 11 vOCO DUSK D STUCCO I By OTHERS PERIMETER CAULK DY OTHERS GLASS (iTPJ SEE NOTES) Wx WINDOW auHT) PERIMETER CAULK BY OTHERS C CAULK BETWEEN\ VIwWW FLANGE - t PRECAST SILL V/Vv_KEM 116 ADHESIVEESIVE CAULKORAPRV-1 COL, r w INSTALLATION AMCMCR 3/16' DIA. TAPCOM CAULK BETWEEN vGOD BUCK tNINGwtS"Y. OPE By Di1ER5 GLASS (TYP.), 4 1-114' HIM. cSEE VOTES) C EM MLMT 1viltoo A(; Cv SHIM AS REO'D. I/ 4• FAX. Vv SEE NOTES) FLANGE TYPE WN4DOV FRAME . A W. W. A RIDGEDVINYLGLAZING DEAD G hBr(BUCKHfIHT) B RIDGED VINTL GLAZIMG' BEAD W.H. N. V. -7 rv.• wft CONCRETE OR BUCK YIDTW + CHIC .t MA G?EMINr 1 By OTHER; SHIN AS REIM C* 1/ 4• MAX. SEE NOTES) INSTALLATION ANCHOR 3/ 16' DiA..7APCON RIDGED VINTL GLAZING DEAD ONE BY WOOD BUCK BY OTHERS v FLANGE TYPE / v WINDOW FRANC CAULK BETWEEN WINDOW FLANGE - PERT aTER CAULK DCTWEEN L WOOD Dt1CK CAULK DT CTrICRi WOOD BUCK L W. W. MAS:r. -OPENING cvIMDIN WIDTH) I By OTTERS STUCCO BY OTHERS SECTION_ B-B 1) Spam AS REO'D. AT EACH INSTALLATIOM AWCMOR. MAx. ALLOwAID E SHIM STACK TO BE 1/4% 2) WB.DOW FRAME MATERIAL' ALUMINUM ALLOY BG63. 3) 3/16- OM TAPCON BNSTALLAY" ANCMM MUST BE OF SUFFICIENT LTM. 70 ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 1 T HEAD k JAMBS. SILL MUST BE 4) USE SILICONRZED ACRYLIC CAUut BEHIND WINDOW FLANGE A. ATTACHEDTOTHESUBSTRATEW7,01WILKEM I1E AOMESAIE CAULK OR APPROVE() EOLIAL S) USE 51LHCot*ZCD ACRriK CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE- S) IF EXACT WINDOW SIZE IS NOT USTED IN ANCHOR CHART. USE ANCHOR MWAM LISTED WITH NEXTLARGERSIZE. fOR THE APPROPIBATE DI PRESSURE REO'D. T) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM £13CO CLASS CHARTS. 24. O.C. MAX. (TTP-) p) WHERE SPACING DEtwEEN TAPCON ANCHORS EXCEEDS 24 RL O.C.. /e SCREW"F SUFfCor LTH. TO PROVIDE MIN. S/p IN. EMDEOMENT INTO WOOD BUCK SHOULD BE WALLED' B) FLORIDA EXTRUDERS t000 SERIES FIXED WINDOW 15 SHOWN. THIS PRINT ALSO APPLIES TO THE FLANGETYPE—.... _. WINDOW fRAMC 6' MAX., cTYP.) FLORIDA0)SEE EXTRUDERS d SKI. SERIES FIXED rANDOwS. 11) SEE BACK OF F VKEM FOR116 IIMSTL'MADHESIVE ANCHORAT FRAME SILL I1) APPUCATKNN OF WLX£M T16 AD SIVE CMJUt AT FRAME SKL MUST COMPLY WITH SEALANT FAC7URER' S RECOMMENDATIONS. a. V PRECAST SILL By OTHERS SFCTION A -A A ELEVATION VIEWED FROM EXTERIOR MANu SUM 12) WHERE WINDOW b RKTALLEO IN MASONRY OPENINGWIN A STRUCTUAL TWO BY WOOD USEpoSCREwS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) WINDow UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLIONINSTALLATIONSH1£ETS FOR REOWREuExTS. INTERNATIONAL: I\ FLORIDAEXTRUDERSSANFORD, FLORIDA TITLE: iNSTALLATiLON DETAIL lt/ ONE BY BUCK FIXED. FLANGE vlNLuV — SERIES 1000 & 2000 DRAWY BY:BB. APPROVED BY: ID; TE: lO/U/Ol SCALE: NTS DWG.: FLEX0018 SHEET I DF 2 PIIfPARED Bt:'IROOMV ffpwOLOGT CDR.- ZSo Kt1UMA1KINML KWY. SUITE2SO. ,[AIHVROR. FLORIDAuT.b HOW 407 en-03e5 FAX ap1 :eRS-:see SHEATHING D7 GiHERS CAULK BETWEEN WINDOW FIN a SHEATHING INSTALLATION ANCHOR •8 SCREW EXTERIOR ODOTHERS — CAUL pERICAULxDY OTHERS WINDOW HEIGHTEXTERIOR PERIMETER l CAULK D7 OTHERS INSTALLATION ANCHOR Be WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZIN( cSEE NOTE 6. CAULK IkEtVEEM 1•NIN. WINDOWFINEMBEDMENTLSHEATHINGSHEATHING BY OTHERS SECTION A -A MIN. DMENT WOOD FRAMING Y OTHERS CENTRALFLORWA B.O.A•F' SHIM AS REO'D. SEE NOTES) afAC: Tt N Ate' 1/ 4' MIA%. r 5M1M SPACE " , ' nLE 7 + GLAZING SEE NOTE 6) HEIGHT FIN TYPE WINDOW FRAME 5: 77- SMIM AS REO'D, 1/ 4' MAX SEE NOTES) WOOD FRAMING BUCx BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A- vJ ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH }f— SHIM tl1/ 4, MAX. SAKE n WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR A3 SCREW CAULK BETWEEN v1NO0W FIN i SHEATHING SECTION 8-B ExT£ RIOR FINISH PERINCTRCAULK B7 OTHERS BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO K 1/4". 2). WNDOw FRAME MATEWAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACMIEv£ MN. EMBEDMENT OF 1' INTO WODD FRAME. 4) USE SKICOt ZED ACR" CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SRJCONIZED ACRYLIC CwLK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY vARY PER REOUIIREAH£MTS OFASTME1300CLASSCHARTS. SINGLE CLAZ94 ISSHOWN. INSULATING CLASSALSO OUALIFIED. 7) FLOROAEXTRUDERS2000SERFSFIXEDPICTUREwINDOWIS SHOWN. TINS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS IS00 AND IOOD S£RES PICTURE WINDOW.' B 8) SPACE INSTALLATION ANCHORS AT 6' MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITS ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AvARABLE SIZES UP TO 73' x 71' OR 63" x 95' OR 119' x 37-3/8' MAX. 9) wNDow UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TIME MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECtREMEMTS, ARM DY: PRODUCT 1EC"MOU)GY CORP.. S.IDWG.: FLExdt 32746 PHONE 407 ODS-0-6S 0 CAULK DETVCTN WINDOW FLANGE L WOOD BUCK CONCRETE OR PA.M OT OPENING DT OTHERS XTETHE FIMiSH BY OTHERS PERIMETER CAULK Dr OTHERS WINDOW FRAME - HEAD EXTERIOR WINDOW FRANC - SILL PERIMETER CA0.'LK DT OTHERS EXTERIOR FINISH — DY OTHERS CAULK BETWEEN WINDOW FLANGE - 6 WOOD BUCK CAIGK BETWEEN vOOP BUCK L MAS"y OPCMW IT OTHERS DA CAULK BETWEEN WOOD DUCK t MASONRY OPENING DY OTHERS ONE DY WOOD DUCK DY OTHERS MOTESI) SHIM AS REO'D A: EACH INSTALLATION ANCHOR WITH LOAD SE -SA" SHAM. MAX. ALLOWABLE Sr.IM STACK TO BE 1/4-. 2) WINDOW FRAME MAT= -ANAL: ALUMINWN ALLOY 6063.. INSTALLATION ANCHOR 3) 3/16- OIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICENT LTH. TO 3/16' DIA. TAPCON ACHIEVE MIN. EMBEDMENT, OF 1-1/4- INTO MASONRY OR CONCRETE.. PLACETAPCONANCH*RS 6' FROM CORNERS i 24' 0..C. MAX. ALL FACTORY APPLIED MOLES NCT DESIGNATED FOR TAPCON ANCwORS SHOULD BE FILLED WITH 16 SCR£wS OF SUFFICIENT LTH. TO PROVIDE MIN. S/6 IN. EMBEDMENT WTO WOOD d BUCK. A) ME WI ODW tS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL T1MO BY1-1/A- MIN. EMBEDMENT BUCK. USE /10 SCREwS OF SLIFFICIY-NT LENGTH TO'ACHIEVE 1-3/6' MN01- 1 EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE SIUCOrM'r-D ACRr..IC CwJLK BEHIND WINDOW FLANGE A- t1EA0. SILL JAMBS. 1/4' MAIL 6) USE SIUCOM:ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF SHIM SPACE WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN"S OF ASTM WOO GLASS. CHARTS. SINGLE GLAZNG IS SHOWN. WSIAATIIC CLASS IS ALSO OUALIFIED. I 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS.. 81ALD DOwN MUST BE OF SUFFECENT S-RENGTM TO ADfOUATELY TRANSFER LOAD FROM w*00W TO THE S`RUCTURE. 9) FLOROA EXTRUDERS 1000 SERIES DESIGNER;;Z3C SHOWN. THIS PRINT ALSOAPPLJ.S TO FLORIDA EXTRUDERS 1750 SERIES B 20DO SERIES. SHIN A\'C' 10) EL£VA-,IONS SMHOw CGIVMDN CONFiCURATONS IT IS kOT WTEMWO TO LIMIT USE OFSHIMNOTES) THIS PRODUCT TO THESE Two CCNFIGURATIONS. TrtS SHEET APP'J£S TO ALLCONFIGURATIONSTHATCAN6EMANUFACTUREDFROMTHE10DO, 1750. & 2000 SERFS DESIGNER FIXED WINDOW FPAMtNG SYSTEMS. 11) wINDOw UNIT CAN BE MULLED TO OTHER L'NATS USHNG ALUMINUM TUBE MULUON. SEE.MULLION INSTALLATION SHEETS FOR REOUIRfMENTS. A GLAZING (TYP. SEE. NOTES) 4 CONCRETE OR MASONRY. DY OTHERS SECTION A -A wINDOW WIDTH SHIM AS REO'D tSCE NOTES) WINDOW FRAME JAt3 GLAZING (TYP. SEE NOTES) 1-I/A' MIN. EMxDMENT I/1' MAX SHIM SPACE ONE DY WOOD DUCK By OTHERS IINiTALLATr)ld ANCHOR 4 _ / 3/16' DIA. TAPCON PERIMETER CAULK DY OTHERS EXTERiM FINISH J DY OTHERS WINDOW WIDTH A INSTALLATION. I ( IANCHOR DIa TAPCON / rrw00rr SPIM AS REO'D. B BSEENOTES) T A , r L 1/4'MAX. E TER10P ELEVATION SHIM SPACE A CAULK DETWCEN WSD DUCK t NAVY OPENING if OTHERS C J I 1 CAULK BETWEEN 111 WINDOW FLANGC t WOOD BUCK CONCRETE OR MASONRY OPENING DY OTHERS SECTION B-B wIN00W Won A EXTERIOR ELEVATION EI/• aAi. N 1.. FLORIDA EXTRUDERSINAL. INC BEDMENT FORDO FLORIDA L- ONE IV WOOD ' lam 1 .. . 1' A 1L . • TIT IFLANGE INSTALLATION DETAIL CONUET£ KADER V/I HY BUCK. BUCK BY OTHERS , .. vV VV •• DESIGNER FIXED WINDOW IWO. 1750, i 2000 SERIES DRAWN BY: B9 JAPPROVED BY; zr z0` 3-- DXiE:02/12/02 SCALE: NTS DWG.: FLEX0035 HrpY[I Io w^ HK1 H[L.MiCrn LT'. N!M IHHHOTCHt R+A_ i6X NTT. R.HwCv. IMHNN YTK wOt 1N .C-INS Ir HA Ri+dt 04 IT BLACK By OTHERS CAULK HETVEEN WIND_•i - FLANGE L S.KATHING PLTVLYTD (TTP.) By OTHERS TITOTHERS DNISH PER:HETER CALI:K IT OTHERS SHIN AN REO'D SEE MGTEA WINDOW FRAME HEAD I wodx)w EXTERIOR GLAZING (TTP. SEE NOTES) SILL PEibETCR MILK I SHIH AS RE" IT OTHERS tS:C N07ES) fE ISH _ D+ WHERS _ CAULK DE7v[EN — evjww,. :LADE QitICX@EITWOOD CAULK I ^T VCENWOOD0-. I , HASOW., EPErdtG of OTHC3S CapacTr OR SEC ION A —A it DTW-u e INSTALLAT:N ANC-CR 0 SCREW DUILD DOWN DT OTHERS G SIL`APPL:ES I ) Sftw AS P.EO'D. AT EaCv ImSTALLA:GN AWD OR WOM LOAD BEAR" Srom. MAX. A:LOwABLE SHIN STACK TO BE T/A'• 2) WINDOW FRAME MA EAIML: ALIA M LI ALLOY 6061. rI-3/6' INN. 3) TAPCON NSTALLATION ANCHICRS AT SILL MUST 6E OF Surrml NT ' TH. TO AC`NEAE 1 £MBCDMENT um EMBED ENT OF T-I/s' INTO MASONRY OR CONCRETE. /IO INSTALLATION SCREWS AT HEAD Be JAMA-S MUST BE OF SUFFICENT LENGTH TO ACHEA 1-3/3- EMBEDMENT INTO WOOD FRAMING AND 904D DOWN WHERE REOUIRED. INSTALLATION ANCHUS & SCREwS To BE PLACED 6 IN. FROM CORNERS a 2= IN. O.C. MAX. . A) USE SoLCONZED ACI!YjC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMGS. 5) USE SILIC!Oy ZED ACRYLIC CAULK FOR PERINETEA SEAL AROUND EXTERIOR OFWINDOWlM.V.K=. I/A'.MAX. 6) C:ASS THICKNESS MAY vARY PER TwE REDUIREMENTS OF ASTu E13M CLASS SHIN SPACE CHARTS. SINGLE "''IrG IS A/OWN. MAW" OtASS' 15 ALSO OUALIAM. 7) VOLD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE.ENGWRED By OTHERS. BUILD DOWN MUST BE OF SUfFIMW STRENGTH TO ADEOUATELT TRANSFER Lam FROM WINDOW TO THE MICTURE B) FWAIGA EX:x HERS IOW SERIES DESIGNER WIC4W SHOWN. THIS PRINT ALSC APPLES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. I) EL_NATONS SHOW COMMON CONFIGURAAONS, IT IS NOT INTENDED TO LI/T USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL C:NRgIRATIOMS TWIG CAN BE MANUFACTURED F?OM THE 1000. 1750. a 2000 SERIES DESIGNER FIXED wNDOw FRAMING SYSTEMS. IO) w MDOw LOOT CAN ALSO SE MULLED TO OTHER UHATS USING ALU)NUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUR£MENTS. BUCKHEIGHT I MAA. SHIM 5%=:E EXTERIOR ELEy,=-ION a L -1/E4' -'ENTTR,fAL FLORMA B..U.4.F. OHE if WOOD K ALMU ` 171'D17M: UK' DY OTHERS -_ 1'- i,) e+ - j''- g eyes tC_r I._. _ IMSTFLLATMN ANCOG2 — -- 1f 1 2/16, WA. TAKEN `c I `y afswAwe Hra I-1/6- MIN. EMBEDMENT DUCK WIDTH SHIM SPACE CAULK DETVEEN TVG Dr DUCKTWODTFRAMINGL.C3rCRETEITOTHERSDTGTHERS SHIM AS 2EC'D NOTES) IN-CDNANC. D S E': dVINDOvFRAME CALAJI JAMB FLANGEvINZOVFLANGE L VvD MK GLAZING (TTP, SEE NOTES) d dw\ CONCRETE OR r.AS"T PERIAETEP CAULK DY OTHERSByOTHERS WINDOV WIDTH I EXTER:i?P. fIrASH SECTION B—B DY OTHERS j+-- WINAAr WIDTH EX -EPIC= E°=yATION 7 SHEATHING By CMERS t8 INSTALL cT ExTERIOR FINISH•. I OTMERS PER94CIER CAULK by OTHERS FIN. FRANC HCADI AI EXTERIOR PCRTNETER CAULK 21 OTHERS EXTERIOR fRcISm- , By OTHERS II INSTALLATION ANCHOR SCREV.(T1P.) J.C.T.,NG __— By - OTHERS 1, )ON y L..- Ile mat: INSTALLATION dE - SI& DAa ANCHOR SCREV (TYP.) CAULK BEHIND FIN Tv0 fY FRAMING SHIN AS IY OTHERS Tv0 By BUILD EcSEENOTES) ES) DOvN By OTHERS CAULK BEHIND FIN FIN FRAME JAMB SKIM AS REO'a SEE PG: ES) I) S mt AS REO'D. AO06CENT TO EACH WMAL fON ANCHOR HORN LOAD BEARING ma. ALLDwAftE SHIN STACK TO BE I/A'. GLAZING — SHUN. S) lp SEE NOTES) rod2) WINDOW FRAME MATEMEAL' MAW11UM ALLOY 6063, Y at Vc. )UAL 3) USE Sa1CONIZED ACRYLIC CAULK, BEHIND WOOD* F." A: HEAD. SILL A AVAS. ExKRtx1 SPACE A) USE SLCOKCM ACRYLIC CAULx FOR PERIMETER SEAL AROAC EXTERIOR OF WRIOOW FRAME. v S) GLASS THICxN£SS MAY OARS PER THE ASTM CUSS OVALCw1Rt5. SINGI£ GUUZOW K SHOWN. P+SULA:wG GLASS K ALSO OUTAIfIED. SSLW. G GLASS SHE•THING 6) SCREW AW>XM AT HEAD. -SQL k JALeS SHOULD BE /D SCREWS OF SUBFKENT f1 CTHERS e LTH. TO PROVIDE UK 1 IN. MIN. EMBEOMENT INTO WORD FRAME. PLACE /I i SCREW ANCHORS .V FROM CORNERS AND 24' O.C. MAX.. EXTERIOR 0 7) BUA:D DOWN ARMW CURVED PRTION OF WwDow FRAME TO BE ENGINEERED By Ex7EnM FINISH OTHERS. Ou O DOWN MUST BE OF SUFFIGENi STRENGTH TO ADEOuATELY DY OT,CRS TRANSFER LOAD FROM waIOOw TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERFS OESK.)ER wwDOW SHDtm. THIS PRINT ALSO PERINETCR CAULKAPPLIESTOFLdbOAEXTRUDERS1750SERIES &.2000 SERFS. ypODO ODTM , Ir. ETHERS9) ELEvAT10NS SHDw COMMON CONFIGuRATx3NS. IT IS NOT INTENDED TO LA.IT USE OFTH6PRODUCTTOTHESETWOCONFIGURATXWS. THK SKEET APPLIES TO ALL CONFOuRATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. a 2000 SERIES DESIGNER FIXED WINDOW MAU" STSTEMS. SECTION B-B10) wwDOw UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING CTYP. SEE NOTES) wNDDw wDTH WINDOW WON 1 ^ 1 FIN FRAME SILL SHIN AS REO'a LSEE NOTES) / yr NML SMIM SPACE A iv0 IT FRAMING EXTERIOR ELEVATION IT OTHERS aJ CAULK BENI1 ND FIN ,.,,,g r" ,` l flli''" s y cv N tSECTION A -A Vol B B 1EIGMY 1 A - EXTERIOR ELEVATION ATIONAL. INC FLORIDAEXTRUDERSSANNFFoD, FLORIDA TMZ- FIN INSTALLA-ION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: B B APPROVED BY: DATE: 02/14/02 ISCAMNTS DWG.: FLEX0037 c_" b watx+ 090.06M 1T a. H.N tm_ k-. "It a& W41 .uAIY W'. A" w WN a ...' AM -.Ns s MCONCRETE OR SHIM AS RE'O'DMASpNRrI7PENINGtSEENOTES) HY OTHERS CAULK BETWEEN DOOR FLANGE tOIVD PUCK CAULK BETVEEN p[RIMETER VDOD DUCK 6 CAULK HY NAS'Y. OPENING DTMERS D. Otr.ERS STUCCO' BY• OTHERS q t I INSTALLATION ANCHOR WnDeSCREW (TYP. WHERE TAPCONS ARE NOT REO'DJ INSTALLATION ANCHOR 3/15' DIA. TA?CON 1/4• MAX SHIM SPACE INSTALLATION ANCHOR AH SCREW (TYP. WHERE 1 I/4' MIN. t EMBEDMENT I CONCRETE OR MASONRY OPENING By OTHERS ONE BY WOOD TAP:ONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/A' MIN. EmBEDMENT a ONE BY VOOD BUCK BY OTHERS INSTALLATION ANC ivR 3/16' DIA. TAPCON CAULK BETWEEN WOOD BUCK t ' MAS'Y. , DPENING BY OTHERS 111 SLIDING GLASS II V CAULK BETVEEN G 1 DOOR FMAML CAULK. BETVEEN SLIDING GLASS DOOR HOOK STRIP LJAMBd S.41M SPACE WOOD BUCKS. HOOK STRIP VOOD DUCKMAX. I HAS-Y. OPENING Q D SHI By OTHERS QI SNiM AS REWD. ' I (SEE NOTES) 1-1/4' MIN. EM_'r-_DMEN, V Q 4 INSTALLATIOM ANCHOR .. .. - 3/16' DIA. TAPCON TEMPERED GLASS p CAULK HEWEEM TYP.) DOOR FLANGE L WOOD DUCK PERIMETER a ONE BY WOOD CAULK BUCK Br OTHERS OTHERS HARKRETE POREMASONRYOPENING STUCCO By BY OT ERSS.G.D. VIDT u* / O B•OAA.F.( YP) RED GLASS JSECTIONF'3ANUFACTiJRER AW:NG GLASS DOOR r•s XLOCK MASTER FILE # HOOK STRIP DETAIL t A i U ROOK MTCwI.L, ALIMIMM AELIY 6063L .. L) TA COx TYPE DSTALLAtWm ANCHM MS? K OF SLFFiCICM LENGTH TO ACMICVC HIM EMKDNdTOFI-1/4' WTO "AMOY OR CONCRETE. b ALTCbNATC TA COR INSTALLATION ANCHORS FRONT TO SACK IN ALL FRANK KMKK. a TAPEOR ANCHOR CNYTRT ON RACK or TMIS SHECT, H USE SILICONIZED ACRYLIC CAULK REMIND DOOR FLANGE At )CAD 6 JAMRS. _ 6) USC SRICOMMO ACRYLIC CAULK FOR PERDCDER SEAL AROIMD EXTERIOR ? IODit. ._ A E EXACT ODOR SIZE IS NOT LISTED IN ANCHOR CHART, USE aCHOR' UANTITI-USTED v:TM NEXT f) FOR POCKET NORSIZES USE [LISTED SIPASS DOOR SIZE 6 COKIGNANATId t0 fIHIS)4D OPENING. PLACE TAKEML IN FRONT Of N@t STR:P AS SH(rvHtGLASSTHICKNESSMYVARYPERRCOUIR9ENTSOFASTH E000 GLASS C)wtTS10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR PCTAON ANCHOR Snp1CD K FILLED WITH RD SCRCV: SL1DiNG GLASS I I // , H Of SUFFICIENT LENGTH TO PROVIDE MIN 3/0' EMDEDMEN', INTO VOOD RUCK. Dim FRAM[ ""'7I I U) DOOR 1IMIt IS A PROvLO USING tE)EiED GLASS IN SINGLE GLAZED OR INSULATING GLASS SILL ( i R) JAMS / SILL CORNERS ARE TO DE SEALED W!T'H A SMALL JOINT SEAM SCALER. 0, SHIM AS REM AT EA. SCT Of INSTALL?Id ANENORS MAX. ALLOvAAE SHIM STACK TO K 14) ALL INSTALLATION AMCNRS wST K PA-C Of CORRCION RESISDANT MA?ERIALS. J IL vHERC X' RT.PRESCx?S NHOVING PANEL AMD '0' RCPRFSTNti FIXER PN4l APPROVED A s. COKI6URATIONS ARE AS LISTED ON ANCHOR CHART ON WX OF THIS SHED16) NOT ALL CONFIG1RAt1ONS LISTED AROVC ARE S)OvN d THIS DRAvING. mMvER INSTALLATION N EXTERIOR ELCVA':ON SECTIONS-A-A'.'D-M, L HOOK STRIP DETAIL APPLY TO INSTALLATION Or ALL APPROVCD E1 ! E-.3EDMENt 2: PnN[L DOOR S121JN 17) INSTALL AOK tAPCOH 1% CACH PAIR or fACTOR-Y APPLIED MSTALLATION HOLES uNLCSS NOTED Q • !-1/4' MIN. OTHERvISE d AMORGCHART. SEC fA[N OF THIS LEET. fflFLOUDAEXTRUDERS1000SERIESAIDINGCLASSDOORIS &06h THIS RIM ALSO APPLIES TO Q 2000 SERIES AMR 300'SERIEI. _ REV DESCRIPTION DATE JINI [ EXTRUDERS LIBERALLY APPLY ti'. _ I L D P I D A INT. INC. SANFORD FL. CALLKING UNDER SILL ` INSTALLATION ANCNE? ORSETSILLINBEDOF CONCRETE 3/16' $IA. TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A INSTALLATION WITH TAPCONS DRAWN BY: BB APPP.OVED BY: SLIDING GLASS DOOR FRAME MEAD u 6J `- TEMPERED GLASS ( TYP.) DOOR r. EICI(i Y -• 2.002_. I DATE:10/25/01 scaJE: NTS DWc ; : FLEX0021 I L IA .. Ar n 01 NODWI L ANPL1GtON CIGE.CE"WL ft.. RYA INTERMTDYr Nxv_ S-An :TO. Hcomo,,. ioe:A. kDA6.. •07-lM-Of13 fAx •A7-K"NA 3 SHEATHING BY GTHERS BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 1— DOOR WIDTH SHIN AS RE'O'D R9 SCREWSEENOTES) CAULK BETWEEN TWO BY WOOD SLIDING GLASSDOORFLANGE %HY OTHERS DOOR ERAHEtSHEATHING71/ JAMB K I T I SHIM SPACE 1.2/9' HIM. EMBEDMENT TEMPERED GLASS CTYP.) SLIDING GLASS DOOR FRAME HEAD PERIMETER . CAULK BY OTHERS XAx. SHIM SPACE TWO BY WOOD 1-1/8 MIN /— BY OTHERS SLIDING GLASS DOOR SHIM AS REO'D. MGDK STRIP CSEE NOTES) INSTALLATION ANCHOR R9 SCREW TWO BY OOWD BY OTHERS CAULK BETWEEN MOCK STRIP t SHEATHING U DOOR w1T[RIAL: ALHAUHAx ALLOT leas2, AD INSTALLATION SCREWS MUST K Or SIfrICILNT LENGTH TO ACHIEVE MUa EMKWUT Or I-1/Y 1NTO.VOO& .TAPCON_tTPC INSTALLATION AHNCHORS AT SILL MUST K OrSrICKNTLENGTH14ACHICVCMNENKDKK' Or 1-1/4. INTO MASONRY OR CONCRETE. . ........... 2) INSTALLATION ANCHOR CHART ON BACK K CMS BEET. 4) USE SILICO IZED ACRYLIC CAULK BEHIND DOOR rLANGE AT HUD L JAMRS. SH USE SLTCOMZED ACRTL.IC CADLK rW KROCTER SEAL ARDLAD EKTERIOR or DOOL W If CKACT DOOR 212E IS NOT LISTED IN ANCHOR CHART, USE MOORDUANTITT LISTED VITN NEXT LARGER SIZE. rOR TK APPROPRIATEDESIGN raR POCKET mm sites =. CLOSEsT mAss DOOR llzt L eor riaLot )TIa TO rvas,eo OPENING PLACE INSTALLATION ANCHORS. DUI IN FRONT Or HOOK STRIP'AS SHOWN bGLASSTHICKNESSMAYVARYKRRCREKMTSOrAST" C1300 GLASS CHARTS -- DOORWjISAPPROVE* USING IUlERED. CLASS IN SINGLE GLAZED OR"INSILAIWG GLASS _ 10) JA"B /' SILL CORKRS ARE TO K SCALED. WIT" A SMALL JO xT. PLAN SMEX lUSHINASREGtATEASETOrINSTALLATIONAk0MWLALLOWA/LE SKIM STACK TO :K V4•. 12, ALL INSTALLATION ANCmCRS MUST DE PACE Or C30MION RESISTANT MATERIALS 13, V,NCRE A. REPRESENTS ,CUING PANEL AND 'O' RE RESCNTS fIXED PANEL APPROVED CONYWAlRATIONSAREASLISTEDONANCHORCHEATONSAMOrTHISSHCETEMBEDMENT EXTERIOR, ELEVATION "' SC[TALL IOMS `•*"' ti'" 'HO'« S RIP OCIA"XAP::"TO wS. WAVING-IHam"INSTALLATION - E CONFIGURATIONS. A A 1- 1/4' MIN. NEDOOR SHOWN is)FURIDA CITRuotas 1000 SERIES AIOING GLASS DOOR is SOvx THIS PRINT ALSO Apples TO 2 PAL - .. 2W .SERIES. A" SM SERIES.. REV DESCRIPTION I DATE JINI' EXTRUDERS LIBERALLY APPLY F L D R I D A INfi: INC. SWORD F.L CAULKPt G UNDERSILL OR SET SILL IN SED INSTALLATION ANCHOR OF CONCRETE ins• DIA. TAPCON TITLE: SLIDING GLASS, DOOR INSTALLATION WITH #8 SCREWS:_ ' SECTION- A -A DRAWNBY- APPROVED BY: 12002 ATE: 12/17/ 01 SCALE: NTS wG ITLE2DD27 SNT 1 or rM AArs M MDdCT L APALICATIO CMGGECRW6 WN 213 INICRNATIONAL PKWT- %AlC 2SL'"WIDW rLOdbk 3". wT-US-MS rn NT-LIS-e%L INSTALLATION ANCHOR .1-I/ 0, MIX R9 SCREW EMBEDMENT CAULKBETWEENDOORFLANGE t $HEATXSNG 7S EA SHEATHING BT OTHERS TEMPERED GLASSTEMPERED STUCCO (TIP.) u GLASSTEMPEREDORSIDINGBY OTHERS p By OTHERS SLIDING GLASS DOOR INTERLOCK DOOR E1G"t SECTION E- B HOOK STRIP DETAIL SLID DOOR FRAM. SILL D IM P.V./DESIGNER SILL (7YP f8 X 3/4 SELF TAPPING SMS I x 2 X -v9 TUBE MULLIDN BETWEENSEALANT wImW FLANGES - a MLLLMN S 68 X 3/4 SELF 1DDD Sit TAPPING SMS HEAD (TYP.) SEALANT BETWEEN VVdM FLANGES SECTION A —A (1) IWO P.V./#IESIGIER SILL 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 % 1/8 TUBE MULLION SEALANT BETWEEN VDWV FLANGES - a MLLLMN i8 X 3/4 SELF ID00 SN. TAPPING SMS HEAD (TYP.) SECTION A —A (3) EBEEN a MULLMN r MOD P.V./DEStWER SEALANT BETWEENvinSILLCTYP ANGES a "ALIGN It8 X 3/4 SELF i X 4 X 1/8L-/-T sms TIME MULLION 09 X 3/4 SELF IOOO SDI TAPPING SMS HEAD (TYPJ SECTION A —A (5) r J - 4 09 X 3/4 SELF ADO &K TAPPING SMS HEAD CTYPJ SECTION A —A (6) APPLIES TO HEAD do SILL WHERE i' X 4' 1000 P.V./DESIGNER do 2' X 4' TUBE MULLIONS ARE USEDSILL (TYPE AI IX! L PL4iF DETAIL C VM ADWMWA. ANOOM MEN REDS 118 X 3/4 SELF 0TAPPINGSMS SHEATHING 1X2X3/6 0 _OTUBEMULLION iNSTALLATWN ANCHM 08 VMD SCREW (TYP.) EXTERNAL MULLION DMTALLATMN CLIP TVD BY VOOD T9 X 3/4 SELF BUCK BY OTHERSM00.S.tt TAPPINGSMS, MAD (TYP.) 1000 P.V./DESIGNER SECTION A —A (2) SILL MID.) MULLION APPUES TO Nw t SILL WHERE 1' x Y 1000.P.VJDESIGNER f8 X 3/4 SELF t 1' X 2 7/36',TUBE MULLIONS ARE USED SILL (TYP. TAPPING SMS DETAIL B 8 X 3/4 SELF 2 X 4 X3/9 TUBE MULLIINI atAnwc T sIX27/16X3/ TUBE MULLION n iIKiALLA ANCiOR SEALANT H£TVEEN M VA1DS CRCREvFLANGE ma L MULLION MDRM CLIP Ll 1/8' MIN. I EMBEDMENT 1 1 I/ir MIN, CNDCDNW . 118 X 3/4 SELF i1000 AOING SMS tI8 X 3/4 SELF HEADCTYP.) TAPPING SMS KtAn SECTION A —A (4) MM Sx HEAD CTYP.) SILL ( TYP.)- SILPV./ DEsiGNER SECTION A —A (7) r118 X 2/4 SELF B Q, F 1X4X3/ 8 polL TUBEMULLIjENTO-L INV A EXTRUDERS , s ° F oxmnXKKL&: ZvLKm :1000/ I5ULI FIN SHEET 1 OF TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2).FOR DESIGN PRESSURE CAPACITIES_ i F. 20.DRAVN BY: MSH APPROVED BY: DATE: 2/6/02 SCALE:NTS - t>W : 1HMFINTR scALANT VINDOV FL 1000 P.V./DESIGNER L LLION r 1000 P.V DESIGNER SILL CTYPJ MU J SILL CTYSPX 3/4 SELF #8 X 3/4 SELF O TAPPING SMS f TAPPING SMS TYPICAL MUUJON TO C OMCI* O "a' ES TO JAMB WHERE 1 X 4' QMX4' TUBE MULLIONS ARE USED) CONCRETE 13R MASONRY -%, BY OTHERS IX2X1/8 all1X2X3/8 TUBE MULLION TUBE MULLION S4 ONE BY YO VINDOV FLANGES OTHERSNTAAILT'LORIIDAB.U./A.g'. RUCK HY OTHRS Q MA? UPAv.avAlAiGi NAM: VK9. 3/4 SELF . #9 X 3/4 .SELF MASM F= TAPPINGSMSI000 S.H.TAPPING SMS low SJN.. - HEAD CTYPJ HEAD CTYPJ rG SECTION A —A (1 i SECTION A —A (2) GNER INSTALLATION ANDUR 3/16' DIA. TAPCON SCREV ANCHOR CTYPJ EXTERNAL MULLION INSTALLATION CLIP 181LL1DN I= P.V DESIGNER 1000 P.VDESI I= P.V DESIGNER ( SILL CTYPJ SILL CTYPJ. j SILL (TYPJ Q A 3/ 4 SELF M8 X 3/4 SELF i8 X 3/4 SELF NGSMSTAPPINGSMS1X27/16 X 3/8 TAPPING SMS IX27/16X1/8 ITUBE MULLIONTUBEMULLION2X4X3/8 L 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN V1 FLANGES ETVEEN L MULLION VVIND VFLANGE6A IF8 % 3%4 SELF NI8 X 3/4 $ELF \ L A _TAPPING SMS1000.SJi TAPPING SMS HEAD ( TYPJ HEAD (TTPJ SEALANT FLANG SECTION A -A (WINDOV3) SECTION A -A (4) re x 3/4 SELF L MULLION 1= P.VDESIGNER 1000 P.W./DESIGNER TAPPING SMS _. SILL CTYPJ VVD(DOuV n ANGESN SAL CTYPJ 1000 Sit 08 X 3/4 SELF 6 MtLLIM t8 X 3/4 SELF HEAD CTYPJ + TAPPING sMs TAPPING SMS SECTION A —A (7) VIEWED FROM, EXTERIOR 1X4X1/8 1X4X3/8 TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS Rn° F oxenY.- SER, 1000/1500 FLANGE SHEET L-OF. 2 r TRIPLE, HORIZONTAL MULLION SECTIONS_ SEE OTHER S I DE < SHEET' 2 OF 2) FOR w8 X 34 SELF #8 X 3/4 SELF DESIGN,, P. RESSURE CAPACITIES = TAPPING. SMS TAPPING SMS 1000 Sit m PJ 18 2 DRAWN EM MSH APPROn HEAD CTYPJ SECTION ` A A..;(51 _ °__.__ __. SECT10--A-A (6)_ .... - DATL-2/6/02 scALs NTS _ DWG.: 1HMFLGTR' IOM P.V DESIGNER SILL .(TYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION smAmT BETWEENVBNDOVFLANGES- L MULLION SEALANT S BETWEEN' # \-#8 X 3/4 SELF L MILLION 1000 S]i TAPPING SMS L SEALANT BETWEEN HEAD (TYPJ DOV FLANGES SECTION "A —A (1) I MULLION r1000 P.V DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION 1000 P.VJDESIGNER SILL CTYPJ 118 X 3/4 SELF TAPPING SMS 1X2X3/1 TUBE M1L.LII AUXILIARY PLATE ADDITMK& ANOM WHO AL'!YIlREID i APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED THING INSTALLATION ANCHOR #8 VOOD SCREW CTYP-) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BY OTHER8X3/4 SE40MIMA AO/ - H: - 8000 S.H. TAPPING SNS }. NAMHEAD (TYPJ A NAM MULLION —_. SECTION A —A (2) oRjM - p S . . 1000 P.V DESIGNER 1c AS ' ^ r 1i SILL (TYPJ 1f _. 1 8 X 3/4 SELF IWO P.WDESIGNER ~ A TAPPING SMS SILL (TYPJ . I X 2 7/16 X 3 8 l t_ A/ TUBE MULLION #8 X 3/4 SELF TAPPING SMS 2 X 4 X:3/8-7ow. TUtE MAUON SEALANT H£TVEEN 11/8- MIN WINDOW FLANC£S SEALANT BETWEEN VINDOV FLANGE L MULLION 8 X 3/4 SELF #8 X 3/4 SELF IpOp SIN TAPPING SNS I0D0-S.K TAPPING SMS HEAD (TYPJ HEAD (TYPJ sLA rLA SECTION .A —A M SEC11ON A —A (41 I< MULLION I000 P.VJDESIGNER . SEM- BETWEENFF ' I= P.VJDESIGNER SILL (TYPJ WINDOW FLANGES, 1 SILL CTYPJL :MILLION i8X'3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS TUBE MILLION TUBE MULLION 8 X 3/4 SELF 1004 SJ1-:TAPPING SMS LEAD (TYPJ SECTION A —A (5) 8 X 3/4 SELF 10 sit TAPPING SMS HEAD (TYP.) SECTION A —A (64 EMBEDME VATON - VIEWED FKOY E aVW DETAIL Q APPLIES TO KW t SILL-WHM 1' X 2' k 1- X 2 7/16- TUBE MUUIONS ARE USED TAUATIM M*= se VAOD sCRev 08 T mm CLIP X 3/4 SELF TAPPING SMS 1000 S.H. SECTION -A-4A (71 EMBICW"T- HEAD TYPJ FLORIDA EXTRUDERS INTERNAT'ONAL, 'Nc SANFORD, MAMA SER. 1000/1500 FIN SHEET 1 OF 2 a 2G TWIN •HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN:.PRESSURE,CAPACITIESj F iurx BY: MS1 i APPROVED BY, DATE:2/6/02 SCAT.€: NTS DTrc.: 1 HMF INTW SEA:.4%T BET'. E WL14MV FLANGES L MULL131% t:?0 P,W,/DESIGhS4 SILL (TYP ) 1 eS x 3/4 SELF TAPP.TING S"S J-:X2X I/B A ' Tu=__ M1iL_I01' 4-A T $=T'i" V.IfiXV FLAZES- L WJLLiI-N 8 X 3/4 SELF 000 S TAPPING SMS S:ALANT %r,v-.-s WIM7TW F 4 s SECTION A —A (i l s «'JLL/eY 100D P.W./DES:Ct(ER SILL (TYPJ i 98 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X i/8 TUBS MULLION SEALANT B WIMLVW Ft L MULLIGN x-t9 X 3/4 SELF 1000 S.N. TAPPING SMS HEAD (TYPJ SEALANT gc_TvEEM SECTION A —A (3) VINWW FLANGES L MULLILK 0000 P.W./DESIGNER' SEALANT BET'JEEN ILL (TYPJ VIMM'r FLANGES eS X 3/4 SELF L 'ULM ' TAPPING SMS X4x1/9 Ly_ 9 X 3/4 SELF 1000 S.k TAPPING SMS.. t4A9 (TYPJ AC P..'DESZGMER I 'TYPICAL MULJCN TO CONCRETE G JA.`ABr1" C` (APPL (:S TO JAMB W4ERE 1' X 4" I SILL (TYP.) Ac 2' X A' U2S MULLIONS ARE USED) Q I X8 x 3/4 SELF ytTAPPI?< SMS I t9rOTkERSDR IASONRYX 2 X 3/0. 3E w • _' M ! i n { C• nr BYVOCD_- y.,irrR4* , OA yrO.A.rF..f HU R 9=CThiERS 4 i iMORT i u8 X3/ 4 sr.: LO lD9 U i je% S 4 TAPPI-I: SMS +r Z' p' ' TTP. MRa- Ai L'4S'• ALLATIGN ANClriii3/15 DLA TAPL3, S ZW A`P:rf'Q'('YZ EXTCA94LKoLLICN 1NjT. AU.A- IONr—!P.. SECTiON A —A ( 2) r- :ace F. V./DESiazR SILL (TYP.) x9 X 3/ 4 SELF TAPPING SMS I X 2 7/16 X 3/2 TUBE hr -LIO- N 8ZLL (TYPJtt9 X 3/ 4 SELF TAPPING SMS X 4 X 3/9 c I I, 1 I/4' MIN. T T"8: MLlLZ::: j EMPEZMEN T SEALA%T BETWEEN WLNWW FLANGE - L KULL OK 02 X 3/ 4 SELF I= S.K TAPPING SMS KEAD (TYPJ SECTION A —A ( 41, r-1000 P. V./DESlC14EP. SILL (TYPJ k9 X 3/ 4 SELF TaPPltv'u' SY. SF IX 4 X 3/9 UDE r ... 8X3/ 4 SELF 2wC O TAPPING SMSSH. BEAD (7YP.) SECT1 N A— F1 ei MULLION T. X 3/ 4 SEtF Ta°Ply SMS S.H. HEAD ( TYPJ zLEVAT"+ C1V SECTION A —A ( 7'1 I VICNED FROM EXTERIOR FLORIDA EXTRUDERS INTER CONAL' 'Nc SANFORD, FLORIDA iT1u: SER 106011500 FLANGE .,.SHEET '1 GF• 2 : TWIN .HORIZONTAL MULLION SECTIONS 1 -r ' n r- % S CE n f" i SCL u iLK SILL \JnLLi 2 tif. G FOR DESIGN PRESSURE CAPACITIES.: 2W DRAWN BY. MS H APPROVED BY. DATE:214/^,2 ISCAL&NTS DWG: 1 MFLGTW 7 1000 P.V./DESIGNER SILL CTYPJ 1000 P.W DESIGNER SILL CTYPJ AUXILIARY QTR Ano1TroM. ANDCR , Mill as UMM APPLIES TO HEAD & SILL WHERE 1' X 4' do 2' X 4" TUBE MULLIONS ARE USED N8 X 3/4 SELF N8 X 3/4 SELF O DETAIL C TAPPING SMS TAPPING SMS SHEATHING I X 2 X 1/8 1 X 2 X 3/8 0 O TUBE MULLION TUBE MULL113N SEALANT BETWEEN INSTALLATION ANCHOR t8 WOOD WINDOW FLANGES O SCREV,CTYP. 1. MUILION EXTERNAL MULLION SEALANT BETWEEN—RmACENTRAL. F BY 1+ooD BY OTHER DISTALLATION CLIP 8 X 3/4 SELF TAPPING SMSiMULLMNTAPPING1000S.M. N8 X 3/4 SELF 1000 S.M. SMS . BLANUFACTURER NAME: HEAD CTYPJSEALANTBETWEEN WINDOW FLANGES SECTION A —A (1) HEAD. CTYPJ rLOi4/A4 F,yTCSECTIONA -A (2) MULLION i MULLION M FELE # 61000P.WDESIGNER SILL CTYPJ 1000 P.V./DESIGNER SILL (TYPJ BELe>iLfi — N8 X 3/4 SELF N8 X 3/4 SELF 1000 P.W./DESIGNER A TAPPING SMS TAPPING SMS SILL CTYPJ 1 i X 2 7/16 X 1/8 I X 2 7/16 X 3/8 1_ ATUBEMULLIONTUBEMULLIONNBX3/4 SELF TAPPING SMS ZX4X3/8 TUBE MULL03N WWl FLANS 1 1/8' MIN t MUCLIONMULLL EMBEDMENT IIfYSIIDtl'-- SEALANT BETWEEN WINDOW FLANGE VIEWED FMU EXTERIOR i MULLION. DETAIL @ APPLIES TO HEAo: T& SILL,V MULLIONS UrSED - N8-X 3/4 SELF 1000 &K _TAPPING SMS 08 X 3/4 SELF 1000 S3i TAPPING SMS HEAD CTYPJ HEAD CTYPJ sEALAmT EEEN SECTION A —A (3) SECTION A —A (4) ALLATmM ANCHMvvew . i MIULLB]I SCREv 1000 PWJDESIGNER SEALANT BETWEEN SILL (TYPJ S 1000 P.V DESIGNERrSILTCTYPJ - 98 X 3/4 SELF ctyp.) Rw CUPZ i "O i8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS TAPPING SMS SECTION A —A (7) 1 X 4 X 1/8 1 X 4 X 3/8 1000 S.M. HEAD CTYPJ I wpl TUBE MULLION - TUBE MULLION varDpw _ FLORIDA EXTRUDERS NAnON"'L 1xc SANFORD, FWPMA Tmz: SER.. 1000/1500 FIN SHEET 1 -OF.. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 (IF 2), FOR 08 X 3/4 .SELF 1000 SIL TAPPING SMS 18 X 3/4 SELF I000 S.H. TAPPING SMS DESIGN PRESSURE CAPACITIES HEAD CTYPJ .. - ' HEAD tiYPJ` i,,,,y, '', DRAIN BY: MSH APPROVED :871: SECTION ' A —A (5) SECTION A —A (6) DATE 2/6/02 scAt NTS Darr,.: 1 HMF IN S L (TYPJ 9 X 2/4 SELF TAPPING SMS i k ? X 1/8 LOLL N53L Si cepaYT BET. —EN u,kxv FLANGES- i 1 sc&m H=TVEEN, uSNDC1 F:AACES '-we X 314 SEL= L KW-M*k SS.M. T4PFa HS SE&mT BE .+ EN womcow FLAN -s SECTION A —A (? ) L N1uLL13i rM P.Y./DESIGNER SILL (TYPJ k8 X 3/4 SELF TAPPING SMS X 2 7/16 X 1/8 TUBE MULLION SEALANT VIN aw L MUL_11 k8 X 3/4 SELF 1DG^u S.H. TAPPING SMS HEAD (TYPJ SEALANT BETYEEN SECTION A —A Q VINDGV FLAMES a Kaatxv IWO P.V DES,Gk-R SEALANT BETWEEN SILL (TYPJ VINmv FLANGES k6 X 3/4 SELF L M! LLW N TAPPING SMS 1X! X VS r " tsY 1 / Nuk nuLfLN k8 X 3/4 SELF S.A.TAPPING SMS1".lYJ -' HEAD CTYPJ ccC'0-A-A (5) I030 P.Y./D'cSIGNER SILL (TY?.) 4A X 3/4 SEN.F TAPP;NC- SMS v5c' Yi:L_ivh TYPeCAL MULLION TO CONCRETE 6 JAMS A -PLIES TO JAMS WERE 1- X 4- 2' X 4' %;K MULLIONS ARE USA) Q CONCRETE OR MASONRYBYOTHERS I1 BL t SY OTr.ERS j I •i stArA" I $A , -JP B.O.A.F. s. F — ;HePPIN.: sM$ MANIUFAclim R . NAME: jt EA9 SECTION A —A (LT": PJI F 2) F SPILL (TYF.) I ! tH x V4 SELF _ TAPriNi SMS ^'iQ P.V./DESIuhER 1 x 2 7/16 X 3/8 SILL (TYPJ TUBE MULLION 1 se X 3/4 SELF TAPPING SMS 2X4X3/ 8 TUBE MULLION IhS': k A TIC + AMOCA 3/16' DNA. TA? CGN S.:x-:V Ah'..YZ.Z (TYF.) EXTERNAL $ rLLLN INSTALLATrilh CLIF d ! yll iI-.— 1 1/4' 11191 EMBEDMENT Ir.. S:IGNr 34 SEALANT BET`.%EEM I TA r A VLYDLWFLANGEa NaTLltCN• IOOD S.H. TAPPING SMS A HEAD ( TYP) SECTION A —A (4) 10WJ P.W./Dr-SIGNERSILL ( TYPJ a X 3/4 SV,:F tH X .3/4 SELF TAPPING SMS E Ai k TAPPING SMS/-I X 4 X 3/8t;,. s.>~. SECTION A —A (7) VIEYrEG FROM EXTERIOR t- kn X 3/4 SELF h' t 1k Sms OCC Sr HEAD ( TYr.) SFCT ("" N -A (Fib FLORIDA EXTRUDERS s R 00FLORIDATITLE: SER. 1000/ 1500 FLANGE SHEET I OF 2 HORI ONTAL MULLION',' SEE -IONS SEE OTHER SIDE l SC'iLL + 2 Ur 2) r LtRDESIGN PRESSURE ;AGAEITIES DRAWN BY: NSH APPROVED BY: r• 8.15 M2 DATE:r/4 02 _ 3CALE:;NTS , Dxc.: IH+FLG is 1000 S.N. 1 X 2 X 1/8 IA00 SA JAMB (TYPJ TUBE MULLION JAMB (TYP.) C 08 X 1/2 SELF TAPPING SMS I X2X3/8 TUBE MULLION S t8 x 1/2 SELF 1 1/8, MIN. TAPPING SMS EMBEDMENT 3 11-L.J 2 x 4 WINDOW FRAME FRAME S TUBE MULLION L MILLION t MULLION 18 X 1-1/2 SELF kB X 1-1/2 SEIf TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A J2) ; 1 X 2 7/16 X 1/8 1000 SSL 1000 SJL TUBE MULLION 1000 S H 1 X 2 7/16 X 3/8 JAMB CTYPJ JAMB (TYPJ JAMB (TYPJ TUBE MULLION TAPPING SMS TAPPING SMSLf N\___L SEALANT BETWEENVINDOWFRAME L M1LL10N k8 X i-1/2 SELF TAPPING SMS SECTION A -A (3) IX4X1/8 TUBE MULLION SEALANT 1VEEN i8 X 1-1/2-SEI.X\ VDVDOV_FRAME TAPPING SINS a MuLLmn 18.X i-1/2 SELF. TAPPING SMS SECTION A —A ('4) 1 X 4 X 3/8 TUBE MULLION Q• TWO BY WOOD BUCK BY OTHERS SHEATHING INSTALLATION ANCHOR U8 WOOD SCREW CTTPJ' EXTERNAL MJLLION- INSTALLATION CLIP ULLiON ... .. . APPLIES TO HEAD di SILL WHERE 1' X 4' k 2' X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1' X 2' do 1' X 2 7/16' TUBE MULLIONS ARE USED 18 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL.e WOOD SCREW tTTPJ SD1 CLIP Scm-mT BETWEEN WDMOV FLANGES X MLLLMN EMBEDMENT 9iATMINS V43p FR/w9fi. J^ AUXILIARY- PLATE FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) A A URtDA F'—' O O1000SH, 1000 S.H. # — — — JAMB CTYPJ JAMB (TYPJ 18 SELF .TAPPING SMS (TYPJ ELEVATI .- DETAIL B MULLION 18 X 1/2 SELF 18 X 1/2 SELF TAPPING SMS TAPPING SINS VIEWED FROM EXTERIOR SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME MULLIOMULLION & N 1 F 2tA2 18 X 1=1/2 SELF,.. TAPPING SMS SECTION A -A f5) 8 z, 7-112 SELF TAPPING-SMS SECTION A —A L6) , RIDA EXTRUDERS uTEmTIoxA4 INcSAW010, FLOFMA SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2-OF 2) - F©R DESIGN PRESSURE CAPACITIES: r I BY: MSH APPROVED BY - 6/02 SCAM- NTS DWG.: 1 VMF I N iy 13C0 S.ii'tjj i X 2 X 1/E 100)S,K-i t X 2 x 3/8 ! CNE $Y WOOD— DETAILJAMB (TYP.)TUBE ML'LLU Pi JAMB TUB:-' MULLION L 3 CK BY 07SERS ` _ CONCREiESJR MASZNRY 1 1/a• MIN, Q` QkEX !/2 SELF 48 X ii2 S__F FMPEDMEN? 4TAPPINGSMSTAP--ING SIS 1 1 r , SEALX-.t BETWEEN 1 .. \S:ALLATI'\ F Ake S _ Vie• v 'LAY =S _1 T3i `f,N RA._ Ci cTY=.). tE X I/a s=:r IS X 1-3/2 SELF cJ 43'' t"c> r24A1MiP_LI3N TAYPP,_ SK$ 7A.Pil4 SMS 1 i Z%S P_I-A _iDk CLIP ILCTiON A- i S: CTaO>; A—A+CA:.M Y r ;C-Nm, CONCRETE 6 i3 Li.a 4a,j(A!;;-tJES ', ;-EAD' & SILL W7i_R: 1 X ATUSE MULLLN ''S I X c i/16 X 3/8 1003 S;id t X 4 uEE #(UL!Ol35 ACE SSEC 1690 S i -t IC-00 S.M TDEEW-Liut+ JAMB CTYP,) - - JAM? (TYP.) JAM3 (TYP.) 1 if8 x +/_ SELF F-INSTALLATMN ANDCR S X V2 SELF IS X 1/2 SELf rAPrIA. S`S fi f 3/!E' ALA. TAPCC•!3 TAF?LNC SMS TAPPING SMS i SCr2EV A3C:DR CiYP.) 1 1 SILL CLIP] 8 X I-1/2 SELF SEALANT i[TV_iN - Q -S SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS VINDQV FIANC•5S f !/' !~N. VINWV FLAPOESVINMVFLANGESiWJAJtX: Q ICN Eff3E't: 08 X 1-1/2 SELF as r. •-!/z sE SECTION A —A (7; TAPPING SMS TAPPING'SMS DETAIL C PRECAST SILL BY CTMERS SEC110N A — A U SECTION A —A (4i y A_IX;+ teRY P..A Tt i. 1 CrcR ADD!TlCNAL ANCHORS, V+ N REQUIRED) X4Xt/S . 1X 4X3/6 ' t 3 TUBE WJLLI13N TUBE MirLLId*,, x ..0+; • L 1 s.M. JAMB (TYP.) JAMB CTYP.) . i 1 y2 cc_c rwnoxur / K.g 7 G^hv SMS (TYPJ e e8 X 1/ 2 SELF t8 X 1/2 SELF MEWED FROk EXTER:OR TAPPING S14S TAPPINGSMS '- --- FLORIDA EXTRUDERS.spa " AnFORD° mn mm SER 1000/ 1 s00 %LA>vGE SHEET i- OF 2 V1 K, .%y MU_L DNv SECTIONS SEALANT BETWEEN\ SEA AhT' LCT EN aWlru iNF ANGC- S \ Wom- r AkCEs ! SEE D THER SIDE (SHEET', Or r 2) m ISX 1-!/ 2 -SELF `- ff8 x I-I/2 SELF IES!GN PRESSURE: CAPACITIES, - TAPPItfu SMS.,,. TA PItiG_SMS FEB 13 2C_ 1DROMN •MSH APPR ovED sir rC;10?dII—k - - ,iv iDATEt2/1/02 ISCAU,_ TS DYfG» =LG Do 1 X Z X 1/9 S.M. I X 2 X 3/9 JAME (TYP.) TUBE MU'-Llr-N Am" 4TY2.) TL;S7- Kp-_Mh 9 X 1/2 SELF M8 X 1/2 MY 2 X 4 X 3/6TAPFINGSMSTAPPi4i; sin TiECMLILLMN 10C. C. S., SEr AN' ?rTti EN sr-Z., XT-SCN Af g WINDOW fLAPZES E, -, I "- VE' A !-112 SELF L : t-%. -112N ts x :-.*IF- Sz-L-- S, SM SECLON A -A TA= PiN -.S SECT: ON A -A --U) CSC SrL I X 2 7/16 X 1/9 1 Y 2- 7/16 X 3/e TULK WULLMN 2-0 TI-IBE11,ULt.ICN TyPICAL vEp-;-,AL T1,1H.0R:ZC-N7A-- MULUON TO Mi-LLIC', a x 2 2 S s-r c SEALANT JAMBCTYP.) JAN3 (TYP-) W1,ND0VBZTVEEN FLANGES XS X 1-1/2 SELF M4L' 04 TAPPIING SMS SECTiON A-Aj7) 4n88X1/2 SELF r8 X 1/2 SELF TAPPING SMS TAPPING, SMS SEALANT BETWEEN SE&ANT BETWEEN _V wuMvFLANGESe WINDOWFLANGESL KxLL[h L M—LION X TAPPING SMS TAPPING SMS SECTION A -A SEC,TIQNA -A (4) X 4 X 1/8 1 X 4 X 3/8 TUBE M;JLL10.4vITUrf 3!yj7L11 0hloco lowS.M., TVr) jAM9x 1/2 SELF 8 X 1/2 SELF TAPPING SMS TAF?MG SMS SEALANT BETWEEN SEALANT BETWEEN WTNMW FLANGES 99 X 1-112 SZ; L MJLLWK TAPPING SMS 48X1-112 SELF TAPPING SMS SECTjQN A -A (5) SE1Q-T;0N A -A (61 74ppm 1.- JPK Cj LX OR -PX V;LJ LLNTERNAL CLIP X OR -`X MULL --ryp.) SEE C 7 0 N Si INSTALLATI- 3ri A40CR VICE' BLA TAFPCON Is SmEv A.-cacq SiLL CLIP A 1/4' MIN. E? tEr-DKNT Pqc- CASTSILL. ByMERS AUXUARPLATc cF2R AM!TMNAL ANCHMS. VKEN 0 0 o CR FLORIDA EXTRUDERS wEMOMAT10MU RX SA . FLORA n=: SER iboo/ 1500 FLANGE SHEET. I OF-2 VERTICAL MULLION INTO HORIZONTAL' SEE OTHER S I DE c SLiEET 21 OF 2) r7OR' DESIGN -PRESSURE CAPACITIES. RAWN BY. MSH' JAPPROVEDW: ATE:2/6/ 02 I SCALE: ,N TS IDWG.: I YMHMFLG, II/DDOOW BETWEEN L MULLION 2000 P.VJDESLGMER SILL CTYPJ t X 3/4 SELF PING SMS IX27/16X1/8 TUBE MULLION SEALANT BETV£EN WINDOW FLANGES' L MULLION 09 X 3/4 SELF 1000 SR TAPPING SMS HEAD CTYPJ SECTION A —A (1) APPLIES TO HEAD do SILL WHERE I" X 4" AUXILIARY PLgTE DETAIL C do 2' X 4' TUBE MULLIONS ARE USED 2000 P.WJDESTGNER ADDITXNAL AXCN0kL. V N DECUQEIIf SILL CTYPJ O 9 X 3/4 SELF SHEATHINGTAPPINGSMS I X 2 7/16 X 3/8 10 TUBE MULLION — — - INSTALLATION ANCHOR 08 WOOD SCREW CTYPJ EXTERNAL 'kLUON TWO BY WOOD INSTALLATION CUP BUCK BY 'OTHERS M1ILLIDN N9 X 3/4 SELF 1000 S.H. TAPPING SMS ' HEAD CTYPJ 2000 P.VJDESIGNER APPLIES T1) MEAD t 9LL tM1ERE t' x Y SECTION A —A ( SILL CTYPJ I ! t' x 2 T/tC TUBE MUUJONS ARE USM2) NAIL B - 08 X 3/4 SELF aunuc tTAPPINGSMS 2 X 4 X3/8 TUBE MULLION FLORM WINDOWCENTWJ-FLANGEKILLION SEALANT MDOWFMAMM TAN SEALANTBETWEEN WINDOW FLANGES L MULLION 2000 P.VJDESIGNER SILL CTYPJ 9 x 3/4 SELF TAPPING SMS T1x4xvsTUBEMULLION J tN.utta iwcroawonsCREW JW L1 1/8, MiK CLIP I EMBEDMENT I tEMEIM£Nf SELF A TAPPING SMS1000S.H. LL A SILO P.V D£SIGNER) SILL CTYPJ 8 x 3/4 SELF SECTION A —A (5) TAPPING SMS I X 4 X 3/8 . TUBE MULLION i8 X 3%4-SELF #9 X 3/4 SELF 1000 SJ{ TAPPING SMS 1000 SJi TAPPING SMS HEAD CTYP3 - - HEAD CTYPJ SECTION A -A (3) SECTION A —A (4) , FLORIDA EXTRUDERS,° ">Na TM SER. 2000 FIN SHEET I OF 2- = " TVLld HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF. 2) FOR DESIGN ._.PRESSURE,CAPAC I T IES : -., ..r= fi DRAWN BY: MSH APPROVED BY ATE:2/6/02 sCALS: NTS DWG.: '2HMF INTR 3p 2000 P.W DESIGNER SILL CTYPJ 08 X 3/4 SELF TAPPM SMS 1 X 2 7/16 X 1/9 TUBE MULLION SEALANT VFLANGES WlKWW FLANGES L MULLION L MULLION . p.T* 8' p' PMX 3/4SELF 2000 SJ. SMS HEAD ( TYP.) SECTION A —A (1) WPiCAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I• X 4• DETAIL B do 2" X 4' TUBE MULLIONS ARE USED) Q r2000 P.V DESIGNER SILL ( TYP.) CONCRETE OR MASONRY 9 X.3/4 SELF BY OTHERS TAPPDNG SMS 1 X 2 7/16 % 3/9 tMSTALLATMN ANCHOR 3/16' Mk TUBE MILLION TAPCON SCREW A404CR CTYPJ ONE' BY WOOD EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS; _ Zfl00 P.VJDESIGNER L - MULLION If8 X 3/4 SELF . SILL CTYPJ 2000 TAPPING SMS HEAD CTYPJ •8 X 3/4 SELF SECTION A —A (2) TAPPING SMs 2X4X3/ 8 TUBE MULLION Q y• F• SEALANT BETWEEN 1 .1/4• HIN i lli>•_•• t M<LLt -- EMBEDMENT PItiFAL' Tilpm . corew e . 1118 X 3/4 SELF \ SEALANT BEYVEDV TAPPM 'SMS,. WVaWFLANGES • . = L M LLMN 2000 S N 2000 P.V DESIGNER 2000 P.V /DESIGNER HEAD CiYPJ SD1 CTYPJ 3D1.CTYPJ Nee x 3/4 SELF Nye x 3/4 SELF SECTION A-4 J5) l TAPPING SMS : ?APPDNG SMS - IX4X1/8 1X4X3/8 TUBE MULLION TUBE MILLION MON VIEWED _ FROM EXTERIOR SEALANT - KTVEEN'FLORIDA. `' EXTR TDERS OVALINC WRMASER _- 20QQ: FLANGE SHEET TRIPLE HORIZONTAL MULLION.,SECTIDNS, .. i9 X 3/4 SELF #8 X 3/4 SELF TAPPIK SMS Am SAPowTAPPM SMS SEE OTHER SIDE (SHEET 2 [IF .2) FOR WAD me.) HEAD (TYPJ DESIGN "PRESSURE-CAPACITIES7 SECTION A= A (3) SECTION A —A (4) f $ nlutrx BY: MSHrltovsn BIr r DATE-2/ 6/02 -- TSs.R, Inrc..2Hh1FL-GI'R--- - 1 2000 sit JAMB (TYP.) I X 2 7/16 X 1/8 2000 I&K ` TUBE x 2 7/16 X 3/8 TUBE MULLION.IAMB(TYP.) TUBE HULLMN NJ DEWL TYPICAL VERTICAL TO H=ONTAL MULLION TO MULLION A. IX OR 2X MULL 2 x 4 X 3/9 TUBE MULLMN SEA1,ANT KTVUH x Ka SELF 2c00 SJ4. V000V FLANGEt VD4MWWV FLANGES_ TAPPING'S14S. JAMB (TYP.) = L IX OR 2X MULLILMAJAM 8 X I-1/2 SELF TAPPING SMS MAIL X 1/2 SELF SECTION A—A—W. SECTION A —A (21 TAPPING SMS INSTAIAATMN AMOM IIIA, TAPMN SCREV AN3CR CTYP.) I X 4 X 1/8SILL' 1X4X3/8 :40 SILL CLIP TUBE MULLMN TUBE MULLMN a. X& ANT VEEN" 8 #X I -In SELF 1 1/4' MEN. VV4WV FLANGES ..TAPP.INGSMS EMBEDMENT L MULLM SECTION A —A. PREMW SILL' Iff &WRS u2 my AUXILIARY PLATE VG SH SADDITMNAL ANCHMS, WEN REQUWM 2 SELF Sms A A T SMF TAMING SMS CTyp.) DETAIL I ELEVATIOMOWED, mom DfTERiOR FLORIDA EXTRUDERS N m'QT'oNA`i 'Nc SAMRD,-FLbRWi nTLr- SER. - 2000 FLANGE SHEET.11 -13F ". 2 VERTICAL - MULLION INTO HORIZONTAL SEE OTHER S I DE SHEET,-2-,.OF 2) - FOR,; DESIGN - PRESSURE CAPAC I TJ ES-1 18 > 2102 DRAWN sy. JBH Appwm IDATL- 2/2/02,.. ISCAL-r-NTS.,. lDwd.._.2VMH FL 1__ 4 S SEALANT DETVEEN wlMDOv FLANGES i MJL mm AUXILIARYPLATE 1V.1. '. WOR ADXTMNAL MCNORS, WKN acoutacm i,I FLO: DA B DETAIL CO mANuVA' M NAME: F R/v tX774v FHE # O O 2000 P.VJDESIGNER 2000 P.VJDESIGNER LION SILL (TYPJ SILL '(TYPJ 0' ELF APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR t8 VOOD SCREV (TYP.) EXTERNAL MLILLI13N INSTALLATION CLIP MULLION _ S, MULLI01 DETAIL! 200D P.V DESIGNER NAIL [ r-- A SILL (TYPJ 118 X 3/4 SELF I18 X 3/4 SELF t_ A . 1000 S.H. TAPPING SMS t000 S H TAPPING SMS 88 X 3/4 SELF HEAD (TYPJ HEAD (TYPJ TAPPING SMS SECTION A -A (1) TUBEi+Inl3tO ( — SECTION A —A (2) 1 1/8, MIN EMBEDMENT IIEVAT )N SEALANT BETWEEN VIEWED' FROM EXTERIORWINDOW MLLLMFLaNGE . DETAFL 9 APPLIES TO HEAD, t .SILL WHERE 1' X Y AkA X 2 7/16'-TUBE-MUUIONS ARE USED 68 X 3/4 SELF 68 X 3/4.S TAPPING SMS TAPPING SMS TWO BY VOID BUCK BY flT}IERS 3 X 2 7/16 : X US i X 2. 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN VBiDW Fl.AN1.ES . asnnaw SEALANT BETWEEN SEALANT BETVEEN VINDW FLANGES TALLATXN AN04OR GESVVWVFLANGESSOM11.1.ION - ..SO VON SCREW L MILLION CTTP.1 2000 P.V./DESIGNER 2000 P.V./DESIGNER D8 X 3/4 SELF HDRIL CLIP SILL ( TYPJ r SILL (TYPJ TAPPING SMS 8 X 3/4 SELF / M8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION A -A (5) I X 4 X 1/8 - I X 4 X 3/8 HEAD (TYPJ 1 SE EK TUBE MULLION TUBE MULLION EHlfDNfNT FLORIDA EXTRUDERS ORD° LOPMA T=: SER. 2000 FIN SHEET I OF 2 tyo TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR N8 X 3/4 SELF D8 X 3/4 SELF l000 TAPPING SMS t000 sx TAPPING SMS f EB _ DESIGN PfZESSURE CAPACITIES HEAD ( TYPJ HEAD (TYPJ 1 DRAWN BY: MSH APPROVED SECTION A -A (3) SECTION A -A (4) Dars:2/6/02 scAtE:NTS nva.:: 2HMFINTW 4? TYPICAL MULLION TO CONCRETE • JAMB' APPLIES TO JAM8 WHERE 1' X 4' DETAIL B Qdo2' X 4' TUBE MULLIONS ARE USED) 2000 P.W DES GNER 2000 P.V./XSIGNER SILL CTYPJ SILL CTYPJ 08 X 3/4 SELF M8 X 3/4 SELF TAPPING SMS i X 2 7/16 X 1/8 TAPPING 1X 2 7/16 X 3/ TUBE MUL LICIN TUBE MULLION SEALANT HETVEE TNGITI FLANGES WDCIIUW f1ANGES. L MLLLMNLKALMN t8 X 3/4 SELF P-000 SI-L TAPPING SMS 8 X 3/4 SELF 2M Sj.L .TAPPING SMS HEAD (TYPJ HEAD CTYPJ-. SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN WDWW FLANGE L Nt1LLIDN X-ANUA F Nam' FGO I vA SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V DESIGNER 2000 P.V DESIGI4=R SILL CTYPJ SILL CTYPJ i8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING, SMS X4 X 1/8 1 X -4 X 3/8 TUBE MULLION TUBE ML L U13Naru AUr OCTIJKN - B8 X 3/4 SELF 8X3/4 SELF S! I TAPPING SMS 2000 Sit TAPPING SMS 2000HEAD CTYPJ HEAD CTYPJ SECTION A -A (3) SECTION A -A (4) 8 CONCRETE DR MASONRY BY OTHERS INSTALLATMN ANDOR 3/16' WA 11 TAPCON SCREW ANCHDR (TYP.) ONE BY V D INSE T N1AT C BUCK BY DTMERS Q.---------------- 20M P.W./DESIGNER lkJLI. I(1N SILL CTYPJ i8 X 3/4 SELF TAPPING SMS ": - 2 X' 4 . X 3/8 Q TUBEMULLIONL. 1 1/4' HIM. EMBEDMENT DETAIL B-) ell, r A rll; Ms X 3/4 TAPPING SMS A LKW FAD CTYPJ SECTION A -A (5) FUVABO VIEWED FROM ::EXTERIOR FLORIDA EXTRUDERS ° A Tires: SER.; 2000. FLANGE` SHEET- 1": 07 -2 TGIN HORIZONTAL_"MtILLII N``SECTIDNS 01B SEE OTHER SIDE CSHEET_.'2 OF-2); FOR DESIGN_ P, RES'SURE- EAPAC. 3 ES; 20021 F B2002DRAINBY:MSH AMOVIM,- z ., J nara- 214L02... s _NTS _ v =2HMFLGTW a(' AU XI A.RY PL!TE APPLIES TO HEAD & SLL WHERE 1' X 4' Ot AUKTIIlML ANCHM NNIN REOLUM & 2' X 4' TUBE MULUONS ARE USED 0 DEfAtt C , CENTRAL FLORIDA B.O.A.F. SHEATHING Ia ANWACTL4= NAM: o _o EALANT BETWEEN INSTALLATDANCHOR r8 WOOD* WINDOW FLANGES MuL# i 0 SCREW ( TYP MULLION J SOLO P. WDESlGNER SOLO P.V./DESIGNERSILL (TYPJ SILL (TYPJ EXTERNAL MILLION re x 3/4 SELF #8 X 3/4 SELF INSTALLATION CLIP NT TAPPING SMS TAPPING SMS, TWO BY VOOD BUCK BY OTHERS 1 X 2 7/16 X V8 1 X 2 7/16-X 3/8 _. TUBE MULLION TUBE MULLION MULLION NY vD NDOAV FLANGESL MULLIIkN 1ETbIL..C A 2000 P. V./DESIGNER 1 SILL (TYPJ i 1 _ A J r8 X 3/4 SELF r8 X 3/4 SELF TAPPING SNS 100L SJi TAPPING SMS r8 X 3/4 1L00 SJL TAPPING SMS / HEAD (TYPJ HEAD (TYPJ 2 X 4 X 3/8 SECTION A — A (1) SECTION A —A (2) TUBE MULLION 1 1/8' MIN. "" EMBEDMENT _.. ' ` ilEYE1IQ! VIEWED FROM : EXTERIOR SEALANT BETWEEN -. VDMCPW FLANGE DETAIL 8 APPUEs To NFiD t su wF m f' x 2' L MULLION t V X 2 711C TUBE YIU MS ARE USED SKZiFIMMIATUN NOW . WISEALANT WI FLALANGEESSLMLLL114SECTIONA - A (5) 1 sCREv NORM CLIP t MULLD7N SOLO (TYP.) ESlGM R SILL (TYPJ re X 3/4 SELF 2000 P. V./DESIGNER SILL (TYPJ r8 X 3/4 SELF TAX 3/ 4 SELF TAPPING SINS SNS TAPPING SINS 1000 Sit I LB' MM T'T1X 4 X !/•B 1 X 4 X 3/8 HEAD (TYPJ TUBE MULLION TUBE MULLION FLORIDA. EXTRUDERS_. 0. FWRMA sRJTT SER 2000 f I N SHEET 1 OF 2 HORIZONTAL " MULLION SECTIONS - V SEE OTHER SIDE (SHEET 2 OF.2>'.FOR r8 X 3/4 SELF DESIGN PRESSURE . CAPAC I TIES, r8 X3/4 SELF SMS TAPPING S S B n 1000 S. M.TAPPING 100o S.M. HEAD (TYPJ DRAWN BY: MSH WAD ciYPJ SF m0N A —A (3) SECTION A —A (4)+ DetE:2/6/02 SCAIE NTS D1TG: 2HMFIN TYPICAL MULLION TO CONCRETE O JAMB APPLES TO JAMB WHERE i' X 4' DETAIL ak2' X 4' TUBE MULLIONS ARE USED) V 0FLANGES VIHDOV FLANGES CONCRETE OR MASONRYtMU.LJON - a MULLION BY OTHERS 2000 P.V./DESIGNER 2000 P.V DESIGNER INSTALLATION ANCHOR 3/16' DOA SILL CTYPJ SILL CTYP.) TAPCON SCREV ANCHOR CTYPJ i8 X 3/4 SELF M8 X 3/4 SELF TAPPING SMS TAPPING SMS ONE BY VOOD EXTERNAL MULLION 1 X 2 7/16 X 3/8 DrSTALLATIDN CLIP 1 X 2 7/16 X 1/8 TUBE MULLMN BUCK BY OTHERS TUBE KLLIONI _ :Q NIULt10N 2000 P.V DESIGNER SILL (TYP S E8 X 3/4 SELF TAPPING SMS It8 X 3/4 SELF 08 X 3/4 SELF 2OW S.K TAPPING SMS 2m SJK TAPPING SMS 2.X'4 X 3/8 HEAD CTYPJ HEAD (TYPJ TUBE MILLION Q SECTION A —A (1) SECTION A —A (2) SEALANT BETWEEN 1 1/4' MIN. V V FLANGE EMBEDMENT a MULLION f MAgoR A tul SEALANT BETWEEN RB X 3/4 SELF • L . p.. S£ALANT.KTVEENI TAPPING SMS VIMM FLANGES VDDbV. FLANGES 2000MUJ.I L MULLION 20M P.V DESIGNER ENO P.V DESIGNER HEAD CTYPJ J SILL CTYPJ- SILL (TYP SECTION A —A (5) 8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4.X 1/8 1 X 4 X 3/8 I TUBE MULLION a TUBE MULLION! VIEWED FROM EXTERIOR Ilex 3/4 SELF t8 X 3/4 SELF TAPPING SMS 2000 S.M. TAPPING SMS aMTYPHEAD HEAD CTYPJ SECTION A —A (3) SECTION A —A (4i DiCFLORIDAEXTRUDERSAw, jwNA4 mASANFORD, FLORIDA Tmx- SER. 2000 --FLANGE SHEET -I OF_ 2A. st-N , uC . ,y HORIZONTAL MULLION SFCT I' r SEE OTHER SIDE (SHEET. 2 OF 2),-FOR DESIGN PRESSURE-CAPACITJES 8 202•r_ ORAUIi BY.-MSH Ai'PROYLED HY ' s. ay TWO BY WOOD AI BUCK BY OTHERS 1 1/8, MIN. ,. EMBEDMENT 2000 S.M. 000 S.K i X 2 7/16 X L/8 JAMJAMB (TYPJ B (TYPJ 1 X 2 7/16 X 3/8 TUBE MULLION TUBE .MULLION 2 X 4 X 3/8 TUBE MULLION SHEATHING Nib X I/2 SELF SO X 1/2 SELF INSTALLATION ANCHOR 88 WOODTAPPINGSMSTAPPDNG:SMS SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2000 SA MULLION_ JAMB CTYPa APPLIES .TO_HEAD &c SILL INHERE I' X 4' dt 2- X 4- TUBE MULLIONS ARE USED ANT BET _ s8 X 1/2 SELF APPLIES TO HEAD do SILL WHERE 1' X 2' WIC INWDOW RAME TAPPING SMS ec 1' X 2 7/16' TUBE MULLIONS ARE USEDLMULLIONLMULLION 08 X 1-1/2 SELF 08 X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL 8 t8 WOOD SCREW SECTION A -A (1) SECTION A --A (2) XANWACTURER NAME: LyR/I 4 YY2-jQ)F MASTER ME # 7 1X4X 1/8 114X3/8 TUBE MULLION _TUBE MAilm SILL CLIP 88 X .1-1/2 SELF WINDOW FLANGES 1 1/8' MMTAPPINGSMSLMULLIONEMBEDMENT 2000 Sit 2000 SA JAMB (TTP. JAMB "(TYPE D8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BET VMDOv FRAMEWINDOWFRAMEME. L MULLION L MULLION M8 x..V-1/2 SELF._: -_ _ D8 .X I-1l2 SELF TAPPING. SMS, --'TAPPING.SMS SECTION A -A (3) SECTION A -A (4) SECTION A -A (5) - SMfAn" HOOD, iWW06 AUXILIARY" PLATE FOR ADDITIONAL-ANCIotS;-WMEN REGULRCD) A_ k8 SELF, TIPPING .; SMS (TYPa DETAIL B MLLION VIEWEDRIOR L '.. ' : FLORIDA -EXTRUDERS rrr MAnONA, RX SANFORD, np=A TITLE: SER. " 2000-" FIN SHEET 1 OF 2 VERT I CAL .MULLION _. SECTIONS' SEE OTHER SIDE (SHEET 2 OF -2),. FOR DESIGN PRESSURE --CAPACITIES DRAWN BY:MSH "•`; APPROVED -BY- DATE:2/6/02 ISCAL&NTS IDWO.. 2VMFIN ONE BY WOOD DETAIL C two SH. i X 2 7/16 X 1/8 ' 2= S.H. i X 2 7/16 X 3/8 BUCK BY OTHERS MB tTYPJ TUNE MULLION JAMB CTYPJ TUBE MULLION CONCRETE OR MASONRY EMBEDMENT Q BY OTHERS Q t8 X i/2 SELF JkB X v2 SELF TAPPING SMS TAPPING SINS INST Tldi - rtnwr uwca a MULLIEIN 08 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) 1X4X1/8 TUBE MULLION ALLA ANCHOR also DIA ._ TAPCON SCREW NK>M CTYPJ EXTERNAL MULLiQM INSTALLATION CLIP2X4)f3/8 SEALANT BETWEEN _TUBE MILLION x r I MLLIONFLANGES .. 2m S.M. TYPICAL "MILLION TO CONCRETE O HEAD t8 X 1-1/2 SELF ,1/WB CTYPJ MIA.LION _ .. (APPLIES TO HEAD"_ec SILL .WHERE I' X 4 TAPPING SINS 19_1 : -X'4' TUBE` MULLIONS 'ARE USED) SECTION A -A (2) - 8 X 1/2 -SELF DETAIL'B TAPPING SINS INSTALLATION ANCHOR 7. also' DIIL TAPCON 1 X 4 X 3/8, SCREW ANCHOR TUBE MULLIONMULLION -400 SAL CLIP 08 X 1-L-2 SELF SEALANT-HETyEEN " QTAPPING. WIRM-FLANGES L /LLLiON 1 1/4' MIN, SECTION A A_ "(5) - Q .:. •EMBEDMENT RETAIL C {' PRECi ST-SALBY-OTfERSS AUXILIARY 'MATE t8 X v2 SELF TAPPING SMS 7SEALANT BETWEEN' SEALANT BETWEEN VINDOW FLANGES VJN= FLANGES L MULLION 1 L MULLDNI. - N8 SELF 1 ADDITIONAL ANCHORS- VHEN REQUIRED) D- o I9IL_flIt8X1-1/2 SELF I18 X 1-1/2 SELF SINS CTYPJ MULLION TAPPING SINS TAPPING SINS ELEVATION SECTION A —A (3) *SECTION A -A (4) VIEWED FROM DffMOR u FLORIDA. EXTRUpERS "nO&l'' INC MANACT - NAW: sArr Rn .ol na; iTF TMZ:_ - _ fVAVERTICALMULLIbN"SECTIONS " DOTER. SEE OTHER.; SIDE4;113HEET,.:-2",Ci-2> :FDR: 1.8 DESIGN PRESSURE CAPAC-ITIES,- a=' DRITTN 1lY: JBH . ; APPHX)11ffi' H7T "2 ns2E 2/2/D2 sceE NTS PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIVII-DADS COUNTY. FLORIC METRO-DADE FLAGLER BUILDII BUILDING CODE COMPLIANCE OFF't+ Mt.'rRO-DADS FLAG) R nUILDR 140 m*s'r t:LAoKc.it s7ninL-T, surni 16 MtAMI, FLORIDA 33130.1t 305) 375-2901 FAX (305) 375.25 CYNY' RAC."Wit MCMINC S1:G'r1i 305) 375.2527 FAX (305) J7s-V raa'rtucrott t:PUttC•t:ait•:Y'r t i ta 305) 375.24)" PAX (.105) 375-:' ritoiw. r CnN1'ltoi. twist. 305) 373.2902 PAN (305) 372.6 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Glued 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 produej 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 by incurred by the manufacturer. c- ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 Raul tcouriguez Chief Product Control Division THIS IS TIME COVERSHEET,_SEE ADDITIONAL PAGES F011 SPECIFIC -AND GENERAL CQNQITIONS BUILDING CODE & PRODUCT REVIEW COi\IMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. 1 !' P RO V E U: 06105/200 i Francisco J. Quintnni, R.A. Director Miami -Dade Comity Building Codt) Compliance Of1ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN O 5 2001 EXPIRES : ARM 02, 2006 NOTICE OF ACCEPTANCE.: __ SPL'CIFiC 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 2.1 The Series Entergy 6-8 S-!V/E Inswing Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, 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 -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active lcafo this approval. 3.2 Unit shall be instnlled only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and (tic arcs nre 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 inttallntion of this unit will require a hum, rotcction system. 5. LABELING 5.1 Each unit shall bear n permanent label with the mnnufacturcr's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERM IT. REQUIREti•IENTS 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 marked to show the components selected for the proposed installatio 6.I.3 Any outer documents required by the Building Official or the South Florida Building Co. SFBC) in order to property evaluate the install icon of this system. Ivlanu l 1 crc2, P.E. Product Co C Exam Product Control Division Premdor Entry $vsteml ACCEPTANCE No.: 01-0314.25 APPROVED ; ,UN O 5 2001 EXkRES April 0022, 20006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t . 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 r 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 because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee).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 'Acccptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. l f any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for terntinntion and rcmova) Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OF T111S ACCEP" ANCE Manuct0crez, P.E.; Product Contr xam Produ 'ntrol Division COP-WL-41A0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing X 2'6" COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO2'8" 2,10" 3'0" 3'6" Not Listed Not Listed Arrangement r X0, OX, OXO j I Multiples, 2'8" + 1.0" t r COP-WL-MA0143-02 i 't t 02-0419.08 Application Filed) 9• 52.0 r tr NO 2'8" + 17 2'10" + IT 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0' COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I r 1'0" + 210" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'6" + 1'0" 1'G" - 3'0" + 1'0" 17' + 2'10" + 12" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0' + 3'0" + 37 XX, OXXO I r 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 t NO Ij i 2'8" + 2'8" 2'10" + 2'10" 3'C" + 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" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available Irom the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local bui?ding codes specify the edition required. 5 Masonite Werna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, 4%L2 & PAK.3' 0 akaaft EK," PRE/ EDY—V. sp, t79. ? MIt Ow,041"u.nq Duq,mn WD,yun nnDrtr+Mbtl mRte 1DCUtaN s, oelgn 7no D•oouu Masonite International Corporation dead wl"C" ro 0XV .:nwonW.", Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing 27 2'6" X 218" 2'10" 3'0". 3'6" tInternar COP-WL-MA0161-02 t 02-0418.03 Application Filed) l 55.0 NO Not Usted Not listed Arrangement X0, Ox. OXO 1 1th) 218" + 1'0" roasonite international•" COP-WL-MA0163.02 3 O 02-0418.03 Application Filed) DPI'llfing 55.0 Impact1 NO L 2'$" + 17' 2'10" + 1'0" 2'10" + 1'2" 37 + 1.0" 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO I l 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3T + 1'2" 2'8" + 2'8" + 2'8- 2' 1 C" + 2' 10" + 22'10" j 3'0" + 37 + 3'0" XX. OXXO i 2'8" + 2'8" COP-V L-MA0162-02 02-0418.03 AppllcaWn Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 TV + 2'8" + 2'6" + 76" COP-WL-MA0165-02 02-0418.03 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" + TO" + 3'0" Dotes: 1. Occr a. rzngements using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Warnstional websile (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 81 PA203. Oa ,aft AR W t •.l:..w.: :t h l aV+V004.1 W.Ye.rN Nrl4n Sn,r/0,.::: Ayd i9 7WZ t1", u•`W. v0`np am 91 proe Na :np,O ww.H makes spokw.o.s. «Sip" we;mjel Ma sonite tnternattonal Corporation. Glazed Units COP-WL-MAOIOD-02 FIBERGLASS DOORS 8'0" Height — Inswing Singlesr• 2'0+ TV X 2'8" t 2'10" i 3'0• 3'6' COP-WL-MA0146-02 02-0423.01 Application Filed) Rating, 40.0 i NO Not listed Not listedArrangement Xv. Oil, ^.1W i XX, OXXO 1les (width) Masonile InternationalOP COP-WL-MA0148-02 02-0423.01 Application Filed) Rating 40.0 Impact Rated NO I 28"+17 2'10" + 1'D" 2'10" + 17 3'0" + 1'0" 1 3'0" + IT" VC)" + 2'8' + 1 G" COP-WL-MA0149-02 COP-WL-MA0147-02 02-0423,01 Application Filed) 02-0423.01 Application Filed) 40.0 40.0 NO I I NO 1'0" - 2'10" + IT 17 + 2'8" + 17 1V + 2'8" + 1'G" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2Y+2'8"+2'8" 2'10" + 2'10" + 2'10" To" + 's'0" + 3'0" 2'8" + 2'8" 2'8" + 21" 210" + 2' 1 W 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP•WL-MA0150-02 02.0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usicg fewer panels Char, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are availab.e from. the Masonite International website (www.masonite.com) or from the technical center. 3. Irsta"anon ins?rections are 341a5le from the Wasonite Internaticnal website (www.masonite.com) or from the technical center. Actu . Ceslgn pressure requitement for a spaci`:ic cuilding design 6 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oak gaff EK" W •}Mr RIY b UILM rt..\iA IiN'1'MV D6(lltl w»•:r0•rrY rRwd•"Ggyp»,,,, r ).+ t J. M? c\t M11,111C Dr="in 01 wooun W..prortm,m nN•,r 3pe-11i ;; ors. Cesiv : 7:u:.:1 flu/•r.lr/+w"•/// o.•Yrr o..r. Masonite International Corpora Non Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NOX 2'0" 2'6" — 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO p 4th) 2'8" + 1'0" masonite international1ai' COP-WL-MA0168-02 BCCO 02-0423.03 Application Filed) 1P Rating 47.0 Impact1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'O" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" TO" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2`10" + 2'10" + 2'10" TO" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcxaff AFt EK- W., V.NF.Nf.1.A,%S KNIkY+UOONS eb,•T .wNriww., Frio, O".a, Apo 29. 2002 ow com.rlwnp oroolam ofP oOdw i pwee"RM m kn e0KN1tA1b aespn ma aotWk o...., o+.r. 0020301M 10 Chinge *,ViW nolKe. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Masonite a D.• BCC, COP-WL-MA0101-02 01-1031.01 r.. 76.0 NO Arrangement X Singles (width) 2'0" 2-6" 2'8" 2'10" 3'0" 3.6" Not Listed Not Listed 1Arrangement X0, OX, OXO Multiples (width) 2.8" + 1'0" tnational COP-WL-MA0103-02 Miami -Dade r r 02-0109.10 Application Filed) r„ 55.0 r. NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104.02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02.0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. 13 Oak_raftw.,..,, . AR EK'" a'IMF.MriI.A%t KNTNY UOONS t""/D 0m rontnu" oroaram ofwoaua aooro emem man soecaK~s. oespeono orowc+ UlUJ worn to tnage "ntoa torte Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing f t0 COP-WL-MA0121.02 111111111WEIM11FRUMIN 01-1031.02 t. , 76.0 NOX 2'0" 2 6" + 2'8" 2'10" TO" 3'6" Not Listed Not Listed ment X0, OX, OXO Multis fth) 2'8" + 1'0" Masonite International COP-WL-MA0123-02 Miami -Dade OCCO 02-0109.09 Application Filed) DP Rating 55.0 Impact NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'D" + 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" TO" + 3'0" 2'6" + 2'8" + 2'6" 2'6" COP-WL-MA0125-02 02.0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www,masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oak raft AR k K_- F'IRF.ROI.ASS N TRY DOORS II•+L••nN liwaw, tw Dw" o•• rr o•.,• Avtd29.2092 Masonite International CorporationOurtonhin0dro9mmofPro" knolwemem mikes swdKile". desgn and moem Mug sueRCl10 cnm9e Wdnom nwlt' Opaque Units COP- L-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangement Singles (wid1h) 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" FaSonile International COP-WL-MA0106-02 I Miami-Dadd BCCO 02-0109.08 Application Filed) I DP Rating 70.0 NO Not Listed Not Listed Arrangement X0, OX, OXO Multiples t 2'8" + 1'0" i• international1 COP-WL-MA0108-02 1 02-0109.08 Application Filed) 1, Rating 55.0 Impact NO 2'8" + 17 210" + 1'0" 2'10" + 17" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1 0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1 '2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 21" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff AR EK" 1 K.TNY WYOKt Co"S Dow, b.+ 29. 2002 OW CO"1 O 010014. 01 WWo +nWOvemtnl THIS SDttdt]Cg OtS gn x D,00ot1 deUd SuWN110 CW9* wd00N n01Ke. Masonite International Corporation a Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1 . E .. COP-WL-MA 1126-02 it 1' : 02-0109.07 Application Filed) r> Rating 70.0 1 NO 1 X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" a E Internationalad COP-WL-MA0128-02 m t 02-0109.07 Application Filed) r. Rating., 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 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 entrytor impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oak gaff A,R EK" f .a luaival. 1.e P INY. Nf: I..aS\ NN'1'NY nOONA N_T__r+..a1."Emry Ap.a 29. 2002 Our con,, YV wo0gm of oeWya +nprweroeM makes specficMd . asw" 00 woaua Masonite I n te r na t io n a 1 C o r p o r a t 1 on dow 3u0lecw 10thwIt wA11co mic" a X Unit t t UNIT 810" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener • 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" 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 (ANSUBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come Irom Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29. 2001 o-...,, o.... . ow 21ftlno drooiam of wodua+ 011 em rr.aes 3oecmcmbns, Ma5onite International Corporal on oespn ano ofoduq deadsubim w mange wohoul nolrct. PJ11D-WL-MA0003-02Unit SINGLE DOOR WITH 1 SIDELITE s' 6• CL TR TYP. TYP. TYP. UNIT 8'0" UNIT 5/16' 17-1/8" MAXIMUM ON CENTER TYP. CountMinimumFastener 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" r t t t .r r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 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. Aprd29 ;rye? Masonite International Corporation Om pan: ,.:, u'y, ut e,wvct •";ra,tnem mNes 5ueutK.aw,:>, ees,gn anc 7'oWO oelad suoltct to change wdhout note. OXO Unit MID-WL-MAUM-OZ SINGLE DOOR WITH 2 SIDELITES UNIT 81" UNIT 15/16• 17.1/8• MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough ilf r "l Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the dilterent fasteners being considered for use. Fasteners analyzed for this unit include 88 and +110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Apti129.2002 Masonite International Corporation th" tan,",,.n0 a.wiun. or u uV..tr .•, •ambn noses gretnrn•u.. o cesq" nro e. W r Dean sotm 1,;r„rnpe -oft, nurse. OXXO l t , Unit ' DOUBLE DOOR WITH 2 SIDELITES 6- CL TYP. TYP. TYP. TYP. jTyl I 11 11 1 11 II 1 ii II 1 13- t 1, T f f T T T t Count[Viinimum Fastener 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 811' UNIT 5116' 17.1/8- MAXIMUM ON CENTER TYP. Rough Opening •'. 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 /8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 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 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. f ZEJbr^-"v..(.Jf..>, Q .+IG" Vi;J iZ: r/r/r/i/' ApdM200? Masonite International Coapo.ation W, comin•„Ip vopam of o,00uca °"o,ovemtnl masts sW'k4W% Ots. " ano 0,00u0 0t13,1 SAKI ""3age.00"Inolrtt XX Glazed Inswing Unit ' FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r' Double Door Maximum unit sin * 6'0" x 6B' 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 inpad resistant requirements for a specific building design and geograpir k bcadon Is deterrrtfrted by ASCE 7•nalion0l, 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: p III ace mas nn no nn 100 Series 133,135 Series 136 Series 622 Series 1/2 GLASS: o a ao no nn an an nn 105 Series 106, 160 Series- 129 Series' 121111., 23 RA, 2+ RIL 107 Series' 106 Series 30+ Series Series' This glass kit may also be used m the following door style: Eyebrow 5-panel with scroll. Oak raft AR—EK - W tp tttn MY00 MIIIOIN(.I AJS LIVI NY OOON t,T^r^r`T-/'^(n07 r April 29, 2002 Ow tomuN tt w000m at 0100un + DlwemeM makes swftatrotn. eespn ant pteduct delao Subtta t0 C"e w WOutnp t I CJrrWr . i, • Or. r.r O.^r• Masonite International Corporation XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ax as 00 404 Series 410 Series 109 Series 114, 120,122 152 Series T49 Soles 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO AA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak t raff AR4EK'- 1'IUIM •l.\\\ Lr+l'N\' Ilr)t1N\ rao..An,•N RMre4-e.nry 0-on April 29, 2002 o...: , o.... ow cont.v" oroe'arn or oroeon ."emem makes swftatrons. tksyn and wooun M es o n i t e I n t er n a t i on a l Corporation 0"3,13000 to comet wdMw -01. e XOOrOX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size . 6'0' x 6'8- Design Pressure 52.0/-52.0 Limited water unless specialthreshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state OF 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: 114 GLASS: mop Q son am 00 00 00 an 00 D nn 100 Series 133. 135 Series 136 Series 822 Serbs 1/2 GLASS: 00 OD 00 00 00 00 an an 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 A/L. 24 R/L 107 Series' 108 Series 30e Series Series' TN5 grass m may also be used in the I000wing door style: Eyeonow 5-panel with scroll Oak raff ARCk IEK" r..l......,..m 11"I:MI:I.\\.\Lf-IN\'U.SIIN.t .b.wT..vNrM.r4u 4wrr Oow. /EM•.IIr/..n d ApW29.2002 Masonite International Corporation 01" [OMn.,u, p 00'J.n or 0.00u 1 xnp.pvMlMl ,nJ1e1 SpeCniCJlgn1. M-Q- 14 O-VMI peua wnrtcr Ic rnJnye wgrgpl nonce XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 00 H t 40e Series 410 Series 109 Series 11e, 120. 122 152 Series 109 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200Series 12R, 12L 2A 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24A, 24L Series r CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED iN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chaplet 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcxaft AR k EK'- 1 `I 11'I.1.:\\\L I"\\I ),III"1 ebni.vNii..WuEmry Oesn April 29.. 2002 our Com"'W"o 010e,am 01 p00un " 010etminl masts soeCAKal,Ons. ees.0n and pro" ela,l s:s,tC110 CnOnee "i1110ul 001Ke I •t lv,.e 1, . um PREMOCZe Masonite International Corporation Oxo Glazed Inswing Unit APPROVED ARRANGEMENT: t 0 :ZL 0 :a e COP-WL-MA0144-02 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 2 Sidelites Maximum unit size. 9'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requhemerds for a specific budding design and geographic location is determined by ASCE 7-national. stale orlocal 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: as as oa as as H as 100 Series 133, 135 Series 136 Series 822 Series 1/Z GLASS: 0 00 0 n ° n as as as as as as 105 Series 106, 160 Series' 129 Series' 12 RlL. 23 RA., 24 R& 107 Series' 108 Series 304 Series Series' INS glass kit may also be used in the following door style Eyebrow 5 panel Willi scroll O aklaraff AREK'- I..T I IOLKt; LA.S\ V N I k V U()t)"1 Fm VN E^1r)Dws ApM29.2002 Masonite International Corporation low Cpnru..nle pr00l3nl Or MM.1-.,O,V". mNts SWOKN.ns. deSgn )nd W-d-1 detaj sU4*0 10 C"t.04W mate. OX0 t Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 4A 1: on no 404 Series 410 Series 1o9 series 114. 120, 122 152 serifs 149 Series 300 Series Serles APPROVED SIDELITE STYLES: n 129 Series 200 series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 series 109 Series 120, 122 Series 300 Stiles 24R, 24L 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 1-5/8" 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 Oa craft W• J 1• n 1 ts.l AR EKIY 1111LXULA\l LN'1'Nl .00.1 eaeo.Y—riO.. Em Dovl PRfl%rDMG .//..d'. Ap1d29_2002 0-111 oe•,. Masonite International CorporationOurColmnumepfoelam0f010OWY0'0vMeM makes swifKaWAS. Oe51pn aM pr00YCt OtUd $%MW 10 C11MQe .4hW MIKe. OXXOCOP-WL-MAD145-02 Glazed Inswing Unit r, FIBERGLASS DOORS APPROVED ARRANGEMENT: a t . k O inl S An.i O t' 3r. Double Door with 2 Sidelites Maximum unit site • 12'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold designis used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6W. 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-natlonal, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed -- see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00M p aon no nn nn nn nn U nn 100 series 133, 135 Series 136 Series $22 series 1/2 GLASS: nn an nn nn nn nn 105 series 106. 160 Series' 129 Series' 12 RA- 23 R/L, 2e RA, 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft ARkEK" .a w..,J. .• a It>,r ysd I'MCR(:L.\SS INTMV DOORS Non•T—. 'ryn t—, Do— © M O- •. y De April 29. 2002 Om tonunwna popam or p10oua mwo,emenl makrs soe(aKal—s. dtsgn and poilucl M 310 n l l e international Corporation 0e14. 1 fM01r010 (lonee wghoul Dolrt! r%VX0 1 1I a I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0h' a 404 Series 410 Series 109 Series I4, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: s 1129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Serbs a CERTIFIED TEST REPORTS: CTLA- 805W-2 Certifying Engineer and License Number: Ramesh Patel, RE,120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i aw ! IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR 4EKI •.,..I, Ir.m IN1; N1:1.\\\ I:NINI IrININ\ N•,r.r•.o1rN r.•..p.0 lrwl D•". +/» April 29.2002 Masonite International Corporation Our a ," e10W4M or WOOY . Wm F* "Wes 3D"11N31ons, ersgn iM WOW OttaJ su0Wtl 10 C"t •,P*.l nol,ee i YYX/\ ! I , Glazed Inswing Unit r APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0'. Double Door Maximum brat size = 8'0- x 8'0' Design Pressure 40.0/-40.0 Limited water unless spacial 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 1-natibrul, state or local building codesspedly the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MAO002-02. APPROVED DOOR STYLES: 1/4 GLASS: 011) oa oa 822 series 1/2 GLASS: n as 40e series 108 series 0 O akcraff AR k EKa.,r.+.off r..l.• . a r.<1...•..1„ 1•ow PIUIRnIA]S nrrty uuults w.•x..w".e re.rp.. tw.r D.o.. w 0.• ..y Dom.•. Apre29,2002 Masonite International Corporation OW C0nl. u..0 O10Q,Y Of p10du(1 xnp•O+tMeW Mae$ spttitiCA•Onsotsign rnd roduCl dtIV suDtett 10 C"t wdtqul OODCC. X Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series 952 Series MSeries 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). aAlwa1** IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR ! K- o. ro. April29.2002 Masonite International Corporation Our corernu,np proww or Product `r"VVo orero makes spec taws. oesro^ am product perae suoiecr ro c"anee WOW rrm.te XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit sue. 6V x 8'0' Design Pressure 40.0/-40.0 Umited water unless specialthreshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremards for a specific building design and geographic "lion is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DZD ao g0 822 series 1/2 GLASS: lJ 0 404 Series 108 Series OakW r, Raft AEK" r..,,...,.,.• 1 r11r Nf 1. nt.%r IN\'nr...N rb+T..wne ry..r....LwrDe•.. Y\n' /j'• APIa29 2002 o.• r o.•n Masonite International Corporation ON ( O N nyn0p.OeNn 0, 1.00., -9r0..n " n k, Spttn CAgnS. 0(s OnMN p Wlu<I 4. e XO or OXCOP-WL-MA0148-02 Ni Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: t qy li e50 Series 852 Series $10 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakQraft ARkEK" l.aln,l.nlr l.. n w.. r.l y ain 'f<•lur. Y. •I '• VIUL""r LA(\ EN'1'Ml' 000kt NpnLnwM M+74n en•rlOoa.r w O•.• r One April 29, 2002 Masonite International Corporation Ow cOn"nwnewoerbmof0,00w nnp• Menf mpkM $DWK~S. OrspnatM plMwr pA S00010 OMnptl wnn00 n01a1 OXO[, t1 e 1 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit sin • 9'0' x 811' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific bu8dhlq design and geographic location is determined by ASCE 7-nalional, stateor local building codes specity 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: 114 GLASS: 1/2 GLASS: Dm oa as 822 Series a as 404 Series I08 Series Oakcraff ARTEW . 1-1"1!M1:1/t\ti UN MY 00-N rbkT..unirhrrYu f.wr Oaas • PAC/V. i,...rig mD. .D. Ap1d29.2002 Masonite International Corporation Ow f01Md4Pdle p1001M 01 WOW oVf"WeM "U1es SDe OKSIOnS. 0eSpn tn0 0100un Mad Suejtet 10 cnmat "11eDw 1g1-[e. oxo P} I 9I Glazed Inswing Unit r 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 4 C a10 sew- 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 series 300 Serbs CERTIFIED TEST REPORTS: CTLA- 805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer I KurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" NIOCROLASS LN'rXV DOORS ...E-1 Ow, April 29. 2002 OW COMMINOe INOWIM 01 WOGuCI "DIO`./MeM make& SWdbC3000&. aeS;O. are MOW aena super 10 C 'Ot w4".l MlKt Masonite International Corporation OXXO Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door with 2 Sidelites Maximum unit size .170' x Or Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and inpact resistant requirements to a spedlic building design and geograp* location Is determined by ASCE 7-national, state of local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: ao 00 822 Series 1/2 GLASS: n El 404 series 108 Series 0 O akcraff AREK'- N•.• dF.abei.elrlro- VIUL'"e:LASS LN'rkY UIIt)".5 t—,o— aPREM0':: ti i , , o.enlr o.e.. April 29, 20020.1 coffl—l"o.oepm or woeun-o—e—d moles soeeakna s. dnpenv mawMasOnite International Corporation dma sugect Io Mmt wenow nonce. QMO 1 ' I I i Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Selves 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Serer 810Series 300 Soda CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O&gaff AR k EK" Wes— i (C w l .. { .1 e1NLN(.LA%S Lr+l N1' 1). )I1Nti er+w.h.weefp.pD Hw, Door. GY, r.i J..n 0. De ..r,//' ''/i/V/ V(/vv Ap,429.2001 Masonite International Corporation Ow con'~.9 pDelem Of 0100u11 r1 D.o"e 'metes SWAK.1—S, oesion e.a O.DODc1 Mao 501tcl to cnpn9e —hold mlge XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP-WL-MA0162-02 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 Maximum unit site - WIT" x 6'8' Design Pressure 55.0/-55.0 Urniled water unless special threshold design Is used, Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant lequiements to a specific building design and geographic location Is determined by ASCE 7-national, state or local buMbV codes specify the edition required, MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 no 00o an 00 00 0o 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: on Oo an 00 no no 105 Series 106, 160 Series' 129 Series' 12 RA- 23 RAL, 24 RA 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakraft AR EK'- j sPRAJN„ ( , ff, u Apra29,2002 04, C"WM o 0,09,r-1 or p•0etin +ems--ti.x Masonite International Corporation moats SOK44 lo-s. desp- aM v0dw, Ono. S.OH<I 10 C.."t -t00,A 0.{t XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: a I,o 00 404 Series 410 Series CERTIFIED TEST REPORTS: COP-WL-MA0162-02 FIBERGLASS DOORS FULL GLASS: na 109 Series 114 120.122 152 Soda 149Series 300 Series series CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITN MIAMI-DADE 8CC0 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). Z IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR'k EK'" .....,....M I ... n I r .. n c •1 IFIUL'"e;L.\1\ LN'I"\U011"\ C.,Mn' 1e'a1 i 0.• a D\., April 29,2002 Masonite International Corporation Our Lonbrw,ne Droeran, or rooW onom"en m makes speMK#6sns. oes-on and WQ*KI Della WhM to enanee wAhwt n0lSt a M 1' A1 e t Glazed Outswing Unit r APPROVED ARRANGEMENT. 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size • 6'0- x 6'0- Design Pressure 47.0/-47.0 Limited water unless spacial threshold design is used Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0310 0o 00 22 Series 1/2 GLASS: n a 0o e0e Series 108 Series U Oak ,raff ART EW e........,.1.eT 1'Ie LMGLASS L•'N'rHV 0005(5 a 11.—d M-p.r t—,p.0— Ap1429.2002 m o....,. o.•.. Z so,n...2 e,og— of 010".n010 l,e mates soeancxo$. ons.e. a.a WOW MaSOn1IB International Corporation oNaa luoK[I10 CMoee w.. -01-CC 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 JAMS WITH 5/16- X 1-1/2-LAG SCREWS. FOR 16' X 7' USE 1/4' X 3/4' — Hfl( 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 7') 0(P Hi DOOR HEIGHT) F42711617' (4 BRACKETS)' 9'X7' (3 BRACKETS) 5' 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) , 18 GAGE GALV. STEEL CENTER HINGE) ` yV STEEL 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING' FASTER TO WOOD JAMBS WITH 5//16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B-B P.S.F. DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTHT HEIGHT POSITIVE NEGATIVE POSITIVE 8 —0 —0' 32.8 37.4 49.2 9 —0 7 —O 29.1 33.3 43.7 vi16— —0 236 26 3 354 16GA. GALV. STEELdoNUTTOPBRACKETWITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 3 1WIDE 1/4-X 3/4- LONG HEX HEAD SELF SEE DETAIL A) DRILLING SCREWS. 2 PER VERTICAL STILE) OPTIONAL SSS GLASS 16' X 7' DOOR I 2- ROLLER WITH 7/16- DIA. LONG STEM. B at It TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2- ROLLER WITH 7/16- DIA. SHORT STEM. TIRE STEEL. 7 BALL. SEE DETAIL C 14 GAGE GALV. STEEL END 4'X 16' AIR VENTS HINGE ATTACHED WITH (4 OR (4) REO'D. OPTIONAL SSB GLASS LIGHTS 5) SCREWS. SEE DETAIL C. 120 SO. IN. MIN. TOTAL OPEN AREA) 4 yOPTIONAL, Z- fM unnc 4'X 16' AIR VENTS INSULATION POLYSTY2) REO'D. RENE (60 SO. IN. MIN. FOR MODEL 735—STANDARD TOTAL OPEN AREA) FORMODE ---.----- CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER 3 ) 1 U5 (2) STRUrS7 SCREWS 19- 1/2% 21-OR (ERGVERTICAL STILE) 24' HIGH PANEL GALV. AND20 GAGE END CAP PREPAINTED STEEL 26 GAGE FOR ALL 2. 20 GAGE END STILES MODELS EXCEPT 24 GAGE MODEL 750 1- 3/8' POLYSTYRENE INSULATION O t OPTIONALFORMOD. 724 AND 730® O 0' 1 13 GAGE GALV STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS 2- BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. T LH. FORA 16- X 7• DOOR LSE Opp DETAIL C SECTION A-AEXTR. I DRILLING SCREWTHROUGH TOPLEAFDOORS SHOWN ON THIS MWING HAVE BEEN DEMONSTRATED TOtWTHSTAND THE PRESSURES LISTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10. 2' OF DOOR IN END ZONE AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. 1 OF HINGE, ENO STILE, CAP AND RAIL. TYP, 6 PLACES, AND USE LONG STEM ROLLERS. NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4'-20 X 5/8' HEX BOLTS do NUTS OR 1/ 4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS, o G 2422 3/5/02 KDD F 2413 1 1/25/02 AM 1rE 2137 2/9/00 WILLIMk1ANDEN, ConsultingStructuralERgmectD 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 B 1549 MODELS: DWG. WAS 101993- 8. 4 TOLERANCE 352) 242. 0100 A 1449 (9—s-95(!t'N"a"'} FRAC t 1/64 DEC. t .015 NOTE: 1366 (11-01- 94) (SCATES) GLAZING DOES NOT SATISFYIMPACTt1' SCALENONE DOM REQUIREMENTS IN FBCREV. E.C.N. DATE APPROV. SINGLE CAR) S7LES CENTER I COLUMN) 2.75' -- I DETAIL A 3' 20GA WIDE STRUT 3' 18GA WIDE STRUT P.O. BOX 13M MAUMELLE, AR. SOR DODR 72113 1( 501) 562-187724, 426, 730, 735, 750, 550 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150%- MPH, FBC I L LVL:L DATE: DWG. NO, 9/14/94 99-B-033 CAL=1E GDR SHEET 1OF 3 OPENING HEIGHT DOOR OVER HEIGHT) 15" 15" 3 GAGE MIN. GALV. STEEL 1/4' X 1/2' LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGEr& NurFUR 16'X8' FASTENERS FASTEN TO WOOD JAMS WITH 16GA GALV. STEEL ON 9'XS'.- 5/16' X 1-1/2" LAG SCREWS. TOP BRACKET WITH 14GA. ROLLER FOR t8' X 7' HOLDER WITH 2' GALV. STEEL & 18' X W USE 2 FASTENERS. VERTICAL TRACK 1/4• X 3/4• FOR OPB Ac 18'XB' 16GA 16'X87 HEX HEAD SELF SEE TOP BRACKET 13" (18'XY. DRIL1INc SCREW DETAIL DON PAGE 3 USE TWO EXTRA 18'X81 k 10' X 8' DOOR SELF DRILLING 21' 1 24' 24' 24' X r) X 8') 63" 72" 72' 72' 18'X T 63' 18' X 8' 63' 9' X 8') 42' (18' X 7') 48' (18' X 81 48 (16' X 8) 33. (1a' , 10, X 8') f39- (18' X 8'))) 39- (9 X7. X 8`) 8'XB 6' X 8' O'X87 18'X77 18'X87 16' X 8') 10'X81 3/4' POLYSTYF INSULATION STANDARD FOR MODEL 735- 19-1/2% 21', OR 24' HIGH PANEL GALV. 2 ROLLER WITH 7/16 DLA. LONG STEM. SCREWS THROUGI, TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2' HURRICANE ROLLER ON 1WX8, 18'X7' LH. WITH 7/16' DUl do 18'X81. LONG STEM. RAILS 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE STEEL ry CALA. 9' X 8': IWX 8' 20GA. END CAP, NO RIVETS. 9'X8' 2' ROLLER WITH 16' X 8': 16GOL END CAP & RIVETS. 7/16' DIA SHORT STEM. 18' X 7' do 18' X W 13GA. END CAP do RIVETS. 14 GAGE GALV. STEEL RAILENDHINGEATTACHED WITH 4. 5, OR 6 SCREWS. SEE DETAIL C. V/- 0 GAGE4NDSTILES 16'X8' & 18'X8' DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 5• 9' X 8' 3 BRACKETS IS' X 8' ((4 4 BRACKETS) AND PRE- PAINTED STEEL 2• GALVANIZED STEEL STRUT. OPTIONAL SSB GLASSATTACHEDWITH1/4' X 3/4' 10' X 8' BRACKL-T53 18, X 7' (7 BRACKETS) 26 GA. ALL LONG HEX HEM SELF18X8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED 750GA MODEL 2 PER VERTICAL. STILE) 4 STRUTSWITHTOG-L-LOCS TO PANEL USE ENO CAP OVER END STILES. 1-3/8' POLYSTYRENE 3'20GA WIDE SEE DETAIL C) INSULATION OPTIONAL SEE DETAIL N FOR MOD. 724 & 730. 4'l( 16' AIR VENTSGALV. STEEL 2) REQ'D. gBOTTOMBRACKETATTACHED60SO. IN. MIN. 2'V13GOLFASTENERSW(I6'X8'). TOTAL OPEN ARE 4 FASTENERS (18'X7' OPTIONAL.---_ do 18'X8. SECTION B-B 2 FASTENERS (99(8718GAGEGALV. STEEL CENTER HINGE AND (10'X87. ATTACHED WITH 4 FASTENERS. SECTION A -A CENTER stlLEs &20 GAGE GALV. STEEL CENTER STILE HINGES (1 COLUNATTACHEDWITHTOG-L-LOC OR POP RIVETS -{ r 1,25• TO PANELS. 1 10 GAGE GALL. 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 .F. T DOOR SIZE I DESIGN PRESSURE PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0' 8'-0' 25.5 29.1 38.2 43.7 i 0 -O 8'-0' 33.0 36.9 49.6 55.3 16'-0' 8'-0' 24.3 27.3 36.6 41.1 18'-0' 81-0' 27.3 30.7 41.0 46.0 18'-0' 7'-O' 27.3 30.7 41.0 46.0 6 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL --- SEE DETAIL C 4'X 16" AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTERNATE CONSTRUCTION USING (2) STRUTS. /. B E( SINGLE CAR) OPTIONAL OPTIONAL SS8 GLASS B 18' (DOUBLE CAR) 49( IV AIR VENTS \-CEN'TER STILE (7) COLUMNS4) REWD. OPTIONAL CENTER m4GM (5) COLUMNS120SO. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS7 I 16' (DOUBLE CAR) OPTIONAL SSB GLASS MA B COLUMNS COLUMNS 4'X 16" AIR VENTS L= L J N LJ L= in 2) REO'D. g g 60 SO. IN. MIN. TOTAL OPEN AREA) NOTE. ALL4' DN XESCI TIVEHEX FASTENERS TO BE TS & NUTS OR 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 1 StTud L- G 1 2422 DETAIL A alp F 2413 1 13' IBGA WIDE STRUT WILLIAM T. LINDEMANNy P.L ` E 2137 2/ 1. Co Iti IASBRSuTa ERg1TIeRT; rDOORSSHOWNONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURES LISTED IN THE TABLE ABOVE. S8C ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson StTe13 PITCH > 10. DOOR FULLY IN ENO ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B'. ® CIeRI*K FL 3471130' ROOF HEIGHT, ROOF PITCH > 10. 2' OF DOOR IN END ZONE AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242 011i0 OTHER LOCATIONS. DOORS SMALLER TRW THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. 4. DEBRIS REQUIREMENTS IN FBC D 1724 6/24 / 97 C 1549A B 1549 A 1449 0:8-95) 1366 11-01-94 REV. E.C.N. I DATE KDD CENTER STILES & CENTER,,- (SINGLE CAR) HINGES (1 COLUMN) OPAONAL P.O. BOX 13MMAUMELLE, AR. VaMSOR DooR 72113 562-1872 I MODELS: ---- 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150%- MPH, FBC NI_XI LLVLL DATE: DWG. NO. 9/14/94 99-8-033 PLO' S,ICALE DR6DR SHEET 2 OF 3 A a- 5' 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 16Gk (16'X87 FOR 18' X 8' USE 13GA 18'X8 1/4- X 3/4- HEX HEAD SELF DRILLING SCREW —"'- DETAIL D 63' 63' 48- (,6' X 48- (16- X 48- (10' X 39- (18' X 8•) 39' (9• X 8') 24 (, B X 631524' (16' X 8' 15' 24- (10' X 8') 18' L I X 6) 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) 72' (18' X 87 72' 16' X 8 72- (10' X 8') X 81 IX87 3/4' POLYSTYI INSULATION STANDARD FOR MODEL®35 19-1/2-; 21- OR 24' HIGH PANEL GALV. AND PRE - PAINTED STEEL 26 GA. AIR MODELS EXCEPT 24 GA. MODEL IK 1 2' r 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. NOTE: J 16 X 8' USES TOP BRACKET ON SHEET 2. 46'X8'& 10'X8'DOOR 2- ROLLER WITH 7/16- DIA. LONG STEM. TIRE STEEL 10 BALL 18' X 8' DOOR 2' HURRICANE ROLLER WITH 7/16- DIA. LONG STEM. TIRE: STEEL 10 BALL [ 9'X8' 2' ROLLER WITH tl7/16' DOA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4. S. OR 6 SCREWS: SEE DETAIL C. 16'X8' & 18'X8' POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE --- USE FOUR FASTENERS ON 9'X8'.1 (- RAILS USE TWO EXTRA SELF DR SCREWS Y3TnILE GH 00 TOP ANDM USE ONE EXTRALEAFOFSELFDRILLINGANDENDSCREWTHROUGHON16'X8 LH. To LEAF OF18'X8'. HINGE ON 10'X8'. 9' X e': 10"X e' 20GA. END CAP. NO RIVETS. 16X B': 16GA. END CAP k RIVETS. 1 B' X 8': 13GA. END CAP & RIVETS. RAIL I rim, 1 .1 , mawml10 STRUTS - 3' MA WIDE SEE OETAL A) LOCK OPTIONAL SEE DETAIL SEE DETAL C- 4' X IC AIR VENTS 4) RE0'D. VSO. IN. MIN. OPENAREA) OPTIONAL OPTI NIAL SS8 CLASS 4' X IC AN VENTS 1S- (MOE CAR) 4) FtWM 12o SO. IN. WL TOTAL OPEN AREA) OPTIONAL e CENTER , RINQES (5) COILIM,S ALTERNATE ma % c iw a T( eL2;?,' V,IZEDSTEEC__STRUT. ATIACHED a a n CLASSr DRILUNG SCREWS. rrinlV =41 rrpmmPER rl POLYSTYRENE I r n 111=,11%11 rirulrauif ru lI ffr INSULATION•- • FOR ., < H 11:/! i,,,iul!lusl,' ITIT r Iri 71\ I! il l ll!IU STEELMR a .I L JI!IL JIIuJII iT tnll 4X IC AIR VENTS 11—JiL l.lu ATTACHED 6 MIN.—1 1 I-, 1 'r.( , — nIu Ie•Iu InCIlilM FASTENERSOPTIONAL --,OPEN FASTENERS L=:.. LJ-L>-.=.J+ ill 1 9i111111I 18 GAGE GALV. STEEL CENTER HINGE J CAr II V IVD — D 17 ATTACHED WITH 4 FASTENERS. SECTION A —A 20 GAGEGALV. STEEL CENTER S11LE ATTACHED WITH TOG-L-LOC OR POP RIVETS 1.25- TO PANELS. 10 GAGE GALV. STEEL. TRACK BRACKETS, SEE ABOVE FOR WANIIIY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 3' CENTER STILESHINGES (' x'+Lo (E CAR) OPTIONAL LOCKA CENTER NMGES NOTEALL NON-DESCRIPTIVE RSSHN TO BE X 8' HEX BOLFASTENERS 1/4- X 1/2- LONG HEX HEAD SHEET METAL SCREWS. ie 2. 750L T G DETAIL A E DA L'RT. uWNF3- teGA WIDE STRUT WILLIAM TI' c E DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Stractural E4Iii6- LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street D PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', ® Clermot, FL 34711 C 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE ( 352) 242 0100 B AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR ,.` A OTHER LOCATIONS. 1DOORSSMALLERTHAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE ® NOTE: GLAZING DOES NOT SAA §FY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRISREQUIREMENTS IN FBC RE\ P.S.F. TABLE DOOR SIZE RE DESIGN P7EGA7 TESTPRESSURE WIDTH HEIGHT POSRIVE POSITIVE NEGATIVE 9'-0- 8"- O' 25.5 38.2 43.7+33.0 49. 6 55.316"-0' 8'-0" 24.3 36.6 41.118'-0' 8' 7341. 46.0 2422 3/5/ 02 KDD 2413 1/25/ 02 2137 2/9/ 00 1724 6/24/ 97 1549A 1549 1449 ( 9— o— pa) 1366 (11-01- 94) (SCATI E.C.N. DATE APPR( ff P.O. BOX 13858 MAUMELLE, AR. VaMSOR D0®R 72113 1(501) 562-187 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 10199-'-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH. FBC NLX I LLVL: L DATE: 9/14/94 DWG. NO. 99—B-033 PLOT SIGALE DRNdDIfSHEET3OF3