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329 Lusitano Way - BR03-002651 - SFRi PERMIT ADDRESS C CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 __.. CBC 055300 ELECTRICAL CONTRACTOR 1,p C- o p. MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE D• PERMIT .CS1L--P,,4DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE Mj t, d d r cn cn I CERTIFICATE OF OCCUPANCY,'/ COMPLETION This is to certify that the building located at 329 LUSITANO WAY for which permit 03-00002651 has heretofore been issued on 9/03/03 has been completed according to plans and specifications filed in the office of the Building fficial prior to the issuance of said building permit, to wit as V-am complies with all the building, plumbing, electricAl, zonirlg and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: _ FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water c, Sewer Lines In ( Dl Yh- Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage `( n Paved Maintenance Bond PUBLIC WORKS: Street Name I I Street Signs .I+7}J ,SM Lights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -MECHANIC 01- APPLCTN FEE -PLUMBING 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE FRRS PATD DATE AMOUNT 9/ 17/03 9/ 19/03 9/ 04/03 10/ 21/03 9/ 12/03 9/ 04/03 9/ 04/03 9/ 04/03 20. 00 20. 00 10. 00 10. 00 10. 00 10. 00 59. 27 54. 00 PAGE: 4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 329 LUSITANO WAY for which'permit 03-00002651 has heretofore been issued on 9/03/03 has been completed according to plans and specifications filed'in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 9/04/03 279.61 01-POLICE IMPACT RESID 9/04/03 91.93 01-RADON GAS TAX FEE 9/04/03 11.32 01-ROAD IMPACT FEES 9/04/03 847.00 01-RECOVERY FD/CERT. PGM. 9/04/03 11.32 01-SCHOOL IMPACT FEE 9/04/03 1384.00 WD IMPACT:SINGLE FAMILY 9/04/03 650.00 SD IMPACT:SINGLE FAMILY 9/04/03 1700.00 i Ll O R BUILDING OFFICIAL / DATE 104) D3CPql CERTIFCATE OF OCCUPANCY o d REQUEST FOR FINAL INSPECTION I SINGLE FAMILY RESIDENCE**" DATE: N r \ (-A PERMIT #: ADDRESS: CONTRACTOR: \ o co PRONE #: '- A 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. OEngineering Fire ( r ublic Works . Zoning n ( 1 Utilities OLicensing -1 A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTI SINGLE FAMILY RESIDENCE****- a I DATE: UjUj tA 1 PERMIT #: L° C ADDRESS: CU I CONTRACTOR:" PRONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works tilities CONDITIONS: (TO BE Fire n I N Zoning n \ cs, censing o Y IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** a DATE: 1 r PERMIT #: ADDRESS: CONTRACTOR: PRONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering a Public Works Utilities Fire Zoning n ( Licensing (A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Z N FEDERAL EMERGENCY MANAGEMENT AGENCY' O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 329 LUSITANA WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 137, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME rs. s IA I t . SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 120MM5 E 4/17/95 4/17/95 X 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. 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 612. 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 for -which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments - Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. 3ft.(m) o b) Top of next higher floor N/A . _ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) NIA . ft.(m) o o o d) Attached garage (top of slab) 28. 8 ft.(m) E a C'Q o e) Lowest elevation of machinery and/or equipment a j N servicing the building (Describe in a Comments area) 29.0 ft.(m) E , o f) Lowest adjacent (finished) grade (LAG) 28.0 ft.(m) z o g) Highest adjacent (finished) grade (HAG) 28. 6 ft.(m) o h) No, of permanent openings (flood vents) within 1 ft, above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIPCODE 320 E. SOUTH ST , TE. ORLANDO FL 32803 SIGNATURE J,1J - I' n ' ' f' DATE TELEPHONE r 1/15/04 (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.. T; For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX•N0. Pori y Number 329 LUSITANA WAY 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 agent(company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL, MACHINERY DESCRIBED IN C3•E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is beingcompleted —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community'sfloodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) orZone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy 1knoWiedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by 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 FEMA-issued or oommunity-issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes, G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 137, 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). IDu TRACT "A" GRAPHIC SCALE D CENTERLINE OF LUSITANA WAY 0 15 30 I pRIGHTOFWAY50' RIGHT OF WAY 039Iu)> D PT N90'00'00"lN 135.00' ----- W' PI 420.00' _ 28500' I n 0 0. ol. o$ I C S90'00'00"E 50.OV WALK IS 1.8' OFF 10' UTILITY EASEMENT,'::. NN CONCRETE',. 3 C/W DRIVEWAY;: 5.0'.. 13.8' O 21.5 0 4.7' 0 COVERED O ENTRY LOT 138 85 W 0 0 0 0 0 0 z CERTIFIED TO AND FOR THE LOT 125 EXCLUSIVE USE OF: 0 0 r, ONE STORY CONCRETE BLOCK ax RESIDENCEiFINISHFLOOR 0ELEVATION=29.28 0329LUSITANAWAY 0 0 0 0 n 40.0, 5.01616 ::CS: : 9.0' L $ .0 LOT 137 0 N90'00'00"W 50.00' D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANI/ ALBERT KYCYKU AND ZHULL KYCYKU CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-14-04, UNLESS OTHERWISE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN & ZONE A. WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 137 AS FIELD DATE:) 9-16-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM4'2093 FINAL 1-14-04 CKB JOB NO. FORMBOARD 9-29-03 CKB DRAWN BY: PLOT PLAN 07/24/03 JML LOT 126 WALK IS 1.8' OFF 9 LOT 127 LOT 136 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED F.ND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 LB #6393IRON (1/14/04) AND CAP Q FND NAIL AND DISC LB #6393 (1/14/04) FND 1/2- IRON DNOID. (1/ 4/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING. PC DENOTES POINT OF .CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES PONT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CSW CONCRETE BLOCK WALL RP RADIUS POINT ' CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINEPCCPOINTOFCOMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOT 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 STATUTES. WM#498 M tMUSCATEL 0 JR. E Permit # . o Job Address: Description of Work: Historic District: CITY OF SANFORD PERMTr APPLICATION 1 Zoning: Value of Work: S —1.'5'C JCJ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQ1. Electrical: New Service —:# of f> Mps Addition/Alteration Change of Service Temporbary Pole _------- Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy Ca1E. Required.) F_ Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for• oE:b:cr W-an Y) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: j ) Phone: Contractor Name & Address: License Nu Phone & Fax: _ Bonding Company: Address: wYhyyPQM 3 4Ll r% ,53GC>-11 Mortgage Lender: Address: Architect/Engineer: Phone: Address: -- Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in c mpliance with all applicable i.w:: rGgu)ating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON MENC ENT MAYI SULT llNt YOI n- I'AV-D-tG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON LT WITH YO LENDER OR. A) ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions livable to s pr erty that y be found i.n the pu orris of this county, and there may be additional permits required from other governmental entitle uch as wa ge ent dis cu, state agencies, o fedeaa.l gencies. Acceptance of permit is verification that I will notify the owner of the property of th equiremy is and ie OCT 2 12003 Signature of Owner/Agent Date S ure of contactor Agent Date R}B G. DELLO R USSV Print Owner/Agent's Name nt Contractor agent's f112me Signature of Notary -State of Flonda Date Signature of No_--, tare of FI9r a Date O\\iier/Agent is _ Personalh ono\\n to Me or Produced ID APPLI( Al ION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Contractor/Age-::s Y Personally Known to Me or Produce-' D Lt:.:::,s: FD: Initial & Date) Initial & Date) (Irwial & Dat: a F wye`; MIRINDAC.TURNER EXFinES: June i4, 2007 EFOo, 90nded Thai Notary Public Underwriters CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date. 03 The ,pq, oret)y applies fcOnkr a permit Iq ipstall the fouowino electrical: owners.Np'me.- ',e L147 e jo I + on o (Lc+ 01Y7Address0b Electrical Cont I raCtorl.j z'n Resideptial: 'Non-ResIdential: By Signing.this application I am stating that I am in compliance with City of Sanford Electrical Code., Applicant'i Signature State License Number 5-IQb-Ll'J,5 / : IQJHf1 r KUM tC40"Na..,y th":,,,,qu,,,.;5t„ r:, ..,.; CITY OF SANFORD PERMIT APPLICATION Permit # : o s Job Address: Date: 9 •- ldfC) 3. 2-l3-7 c- -- v Description of Work: Historic District• Zoning: Value of Work: S Permit Type: Building-- ElcctTical ` Mechanical Plumbing Firc Sprinkler/Alarm Pool r Electrical New Service — # of AMPS i50 0 00 Addition/Alteration Change of Scrvicc Temporliry Pole Mechanical: Residential Non -Residential Replacement New (Duct Luyout & Energy CkIc. Required) Plumbing/ New Commercial: # of Fixtures # of WatcT & Sewer Lines # of Crdb Lines _.. _ Plumbinr/New Residential: # of Water Closets Pluwbiag Repair — Residential or Commercial ` Occupancy Type: Residential Commercial industrial Total Square Footage: — Construction Type: # of Stories: # of Dwelling Units: Crlood zone: (FEh4A form required for other than X) Parcel # Artach Proof of Ownership & Legal Description) Owners Name& Address: I %Ulf t r • w<. - _- 1C•a*i U t i `-' L_ ZS' ZZ - Phone: Contractor Name & Addres p_AIZ_ State License Number Phone & Fax: _! %' .. Contact Person:L{..! t e Bonding (:ompany: .._. Address: Mortgage Lender: Address: Archittet/Engineer: Address: _.-- Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wank or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingcmswctioninthisjurisdiction, 1 understand thut a separatepermitmustbesecuredforELECTRICALWORKPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT; I etrtify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE R1:C;DRDINO YOUR NOTICE OF COMMENCEMENT. NOTiC : 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 form other govemmcntal crnitim such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the reF'Sigmnutu cnts lori ien w, FS 3. Signaiurt ofOwner/Agent Date of Contractor_/A6gent Date - Print Owncr/Agent's Name Print Cuntractor/Agent's N e Y YYI a El G `° CD G Signature of Notary of Florida Date Cignature of Nut y State of F'londa Uute 0 ° 1. 0. 0. ztt CD Qiwngr/Agent is ••_ Pcriumny Known to Nic ur t.'onvactnr/A,-ent is ZVcr,on30y Known to Mc of PruduCed ll'> Prnduccd ill v o cu A(I1'L.IC'ATIU,'APPROVI-J)By: Illdh: Initisl Date) (Initial & Da(e) (11)1631 K Date) (hwli:tl S Uutu Spcci;d C oitditinn>: CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address: Description of Work: E)F Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempo6ry Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc.. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial ` Occupancy Type: Residential V-.*, Commercial Industrial Total Square Footage: ` a a l1 Construction Type: # of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: TIP. ORTCa 2AmE1-Vt Nz 1. Y"Q- # IrrC C//ontrraa'cttorl\NN(arne & Address: 11 F Phone & Fax: `caf e54 q\oi — ACR Bonding Company: ply-1, Address: Mortgage Lender: Address: Attach Proof of Ownership & Legal Description) Phone: State License Number: O&ZIE-6 ntact Person:it Phoned Architect/Engineer: A: Phone: 4M 1 7T-q4_Q__ Address.Aal 6 -i Fax: AQ-=( Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the -foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, a there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance fp rm i verif cation that I will notify the owner of the property of the requirements ofFlo—Ra Lien Law, FS 713. Signature o wne / gent ^ Date gna_ t of C tractor/AtC€nt ,. Date A Signatu o of LTON Date A NOTARY PUBLIC STATE OF FLORIDA CO ISSION NO. DD134330 Owner/ gQpltlle orsLP. LY 26,200E Pro uce 1D Si natur of N6ia1yk 1CCOG pEA[V' - I PATRNOTARY PUBLIC STATE OF FLORIDA COMMIS ION NO, D0134330 Contract tn614 613 14t2ig20®6 Produced ID APPLICATION APPROVED BY: Bldg. OFZoning: Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) Limited Power Of Attorney I hearby name and appoint: Craig Coulton and -r 1 -- each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply The Buildinq Dept. of: C -Ito 0 sa For a residential permit for work to be performed at: i Ikon Lot # : 'L Subdivision : V,s rass I Address: 5n And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instri Date: °%/ Who is person— a—I,I- k State of( of Florida Countv Oran A ent was acknowledged before me this: 0? By: Richard B. Ladd ( Contractor ) wn to me. OFFICIAL NOTARY 5PATRICIACOULTONEARYPUBLICSTATEOFFLORIDACOMMISSIONNO. DD134330 COMMISSION EXP. ULY 26,2006 re Notary Seal CITY OF SANFORD P.O. Box 2847 j,4 FL 32772 <, w SANFORD, :;;::;' h. PHONE N (407) 330-5630 FAX It (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (I"ULLL NA`N E) DR T- SERVICr. ADDRESS_ M.AI1_1 N) ADDRESS (p2 "LIP 3zvZ7 _ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE Dwn-r1A e-r- COMMERCIAL E t-E f: bUt Q G1 P0. `1 Cou oY W0RK##4D - -9 "1 O SOCIAL SECURITY# HOME## f\)-R OWNER OF PROPERTY D h2. }-}pr }rnC I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDATTHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFF INTHEHOMEBEFORETHESERVICEISESTABLISHED. THE CITY IS NOT LIABLE FORDAMAGESCAUSEDBYWATERFAUCETSOROUTLETSLEFTON. I UNDERST . THAT N N-PAYMENT OF MY ACCOUNT WILL STOP SERVICE, SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATIONFEE $ LOCATION# OTHERFEES $ LAST BILL READ TOTAL THIS READ___ CSR OnTE p CITY OF SAA.NFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksforstructures (not fences) from All structures to property lines for permitsetsofconstructiondesigndrawings drawn to scale, 2, Two (2) complete Complete sets to include: Foundation plan Indicating Tooter sizes for all bearing walls. Provide side view detailsa. of these footers with reinforcement bar replacement. indicating Interior wall partitions and room Identification, b, Floor planroomdimensions, door, window, and/or opening sizes, smoke detector, Bathroom fixtures andloention(s), landings, decks and stairs. distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) east, west, north and south. Finish C. Elevations of all exterior walls, floor elevation height as per City Engineering Department or subdivision plat• d, Cross sections all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. Framing plan for floor joists where conventionally framed. Plan toC. Indicate span, size and species of materials to be used. f. Engineered truss plan with detalls of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods ofg, attachment, placement of handrails and guardrails. h, Square footage table showing footages: S.F. Garages/Carports -'— S.F. Porch(s)/Entry(s) S.F. Patios) Conditioned structure 3. Total (Gross Area) Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97j 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6; Application to be completed thoroughly and signatures provided by r, licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1." 2. Footer Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other F: DATE SIGNATURE By Owneror Authorized Agent) MWIWAIPEX PEST Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Quarterly Payment Amount First payment due on the Install Anniversary Date) Contract Number Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. PUCHASERSN'AME AND ADDRESS Address623DD City/ State/Zip 3?P—sZZ. CUSTOMERS NAME AND ADDRESS Name Address City/ State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: 3 L 5 2?_0:6SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 7 s'T' . DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex Nvill warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEFN THE RELATIONSHIP OF THE PARTIES. 4st_ o!mer ApexRepresentativeSignatureDate orAgent Slgnature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and allapplicablerecommendationscontainedInliterature'provided by DowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 21monitorthoseStationsfortwelvemonthsfromthedatehereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, inform the Customer of: a, any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. gThe Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEofthe.identifled property subject to the terms and conditions of this agreementforEtfi. Der quarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water. underpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under thearea(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroying insectinfestation, be the responsibility of Apex In areas where any of the conditions described in'this Paragraph exist, Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANNTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE, FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY . CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult it physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy 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 CONDITIONS understands that the general terms and conditions are hereby made part of this contract andByspecificreferencehereto, the Customer apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theodifythecomponentsinanyway, other than the right to their use asComponents, and the Purchaser may not alter, remove, or m Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelationship (note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Pasties) agree on use of a different form of termite protection, give 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, and;_(5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located inMerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage;.(2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder. Customer agrees to submit the dispute to the least, expensive procedure of arbitration in accordance with the rules and procedures fot commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators wll be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an, no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In its sole discretion, that it is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identifie Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requestc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer,for a period of 1 (one) year from its effective date. After th initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407-459.2847 800-929-2847 Orlando Area 7006 Stapoint Ct. #G Winterpark, FL 32792 407.858.0540 888.764-2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877-459-2847 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: BUILDING OWNER'S NAME Policy Number D.R. HORTON A BUILDING STREET ADDRESS (includi ng Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number i XXXX LUSITANA WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 137, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION i B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202890045 E 4/17/95 4117/95 X, A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data orbase flood depth entered in 139. 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 orOtherwise Protected Area (OPA)? . Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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(Selectthe building diagram most similar to the building for which thiscertificate is being completed - see pages 6 and 7. Ifnodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum tothat used for the BFE. Show field measurements and datum conversion calculation. Use the spaceprovided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion, Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or endosure) 28, 9 ft.(m) o b) Top of next higher floor NIA . ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only)'. N/A. ft.(m) o d) Attached garage (top of slab) - N/A. ft.(m) 00 E o e) Lowest elevation of machinery and/or equipment caw E servicing the building (Describe in a Comments area) N/A. ft.(m) E o f) Lowest adjacent (finished) grade (LAG) N/A. _ft.(m) Z 0 o g) Highest adjacent (finished) grade (HAG) NIA. ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information, certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: DAVID DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME AMERICAN SURVEYING & MAPPING, INC, n\. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE.180 ORLANDO FL 32803 DATE TELEPHONE Q 8/28I03 (407) 426-7979 I 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 (Induding Apt, Unk Suile, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX LUSITANA WAY Cm' STATE ZIP CODE Company NAIL Number SANFORD FL. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) . Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE 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 information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar tothe building forwhich this certificate is being completed — see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) F2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higherfloor or elevatedfloor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in,(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representativewho completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA4ssued 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 OWNER'SAUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1, The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) orZone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G4. PERMIT G5. DATE G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowestfloor (including basement) ofthe building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS I FEMA Form 81-31, January 2003 G6. DATECERTIFICATE OF TITLE TELEPHONE DATE Datum: _ Datum: 1 Check here ifattachments Replaces all previous editions THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04986 PG 1258 CLERKS # 2003152330 RECORDED 08/29/2003 12:04:14 P11 RECORDING FEES 6.00 RECORDED BY G Harford 329 NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 97, 124, 134, and 137 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name:. Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(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: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horto , Inc. 0 by: - RobeA A. Lawsdn, stant ecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a DeFaware Corporation, behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid i 1 I I c U u— otary ignature OFFIC##AL NOTARY SEA L PA I ICIA COULTONNOTARYPUBLICSTATEOFFLORIDACOMMISSIONNO. DD13433oMYCOMMISSIOI`I FXp. ULY26,2006 Notary Seal CERTIFIED C& I MA,RY4'Mtq'- V10' r cat( nv CIRCUIT Gt i'.' • CITY OF SANFORD PERMIT APPLICATION r o Z I 91 Z[ jcrmit # : P] Date: Job Address: 2 1 I3 G kzl1 C.r-1QJf) rev 3is Description of Work: 1p Historic District: Zoning: Value of Work: S t Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 3 Electrical: New Service — # of AMPS. Addition/Alteration Change of Service Temporary Pole P, Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) r/ r v Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines b r1 Plumbing/New Residential: # of Water Closets Z Plumbing Repair — Residential or Commercial i Occupancy Type: Residential Commercial - Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 1 r Parcel-#: (Attach Proof of Ownership & Legal Description) 5 Owners Name & Address: Phone: ADVANTAGEr9 Contractor• Name & Address: P.G. f197 62nOVIED— n— s sax 0 FLORIDA;32762-0027 Number: M" State License Phone & Fax: (407 Contact Person: Phone: PLUMBING, INC.'. BondingCompany: ADVANTAGE i Address: nvrrnn FLORIDA Q9769-0027 k 366- 3994 MortgageLender: (407) Address: F Architect/Engincer: Phone: Address: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for. ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S'AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be f lie records of this county,, and there may be additional permits required from other governmental entities such as water management distri , ate agencies, o decal agencies. Acceptance; of permit is verification that I will notify the owner of the property of the requirements of Flo i aw, FS 71 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Owncr/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date Zoning: nature of Contractor/Agent Date CC ("_ Q-A 1 ar Print Contractor/Agent's Name d=_- < 111 zI-n Signature of Notary-Slatcof Florida Date COnfF c tO( Prd8Q4! cd Utilities PersonalAmtiaWrPLUMBING, INC. X 620027 OVIEDO FLORIDA 32762-0027 M07) 366-3994 Initial & Date) ( Initial & Date) (Initial & Date) MARTHA Y. HALL ION # CC 875840 EXPIRES: February t, 2o04 Rf ^ BondednruNotaryPublicUnderwrltera COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75613 DATE: BUILDING PERMIT NUMB R: f' CITY) COUNTY NUMBER: UNIT ADDRESSo TRAFFIC ZONE: JURISDICTIONx SEC: TWP: RNG: PARCEL: SU DIVISION: TRACT: PLAT B8OK: PLAT BOOK PAGE: BLOCK: 7'r7LOT: -L— OWNER NAME: \ d l ADDRESS: i L r---- APPLICANT NAME: --------- ADDRESS:: LAND USEUSE CATEGORY: 001 - Single Family Detached Hcuse TYPE USE: Recidential WORK DESCRIPTION: Single Family House: Detached Construction FEE BENEFIT RATE FEE UN1T 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 O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ l,384.O0 AMOUNT DUE - $ 2,285.00 S E1'. Kr < -t\ R"'/IVED BY: SIGNATURE: PLEASE PRINT NAME) Z NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. ' PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) PACT FEES MUST BE EXERCISED BY FILING A WRIT7EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, PUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPAhCY. 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 LIFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SIN8LE FAMILY BUILDING PLOT PLAN LOT 137, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 137 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 523 SO. FT. t TOTAL SOD 2797 SO. FT. t IDD 1"=30' CENTERLINE OF GRAPHIC SCALE D RIGHT OF WAY TRACT "A' O 1 5 3O 0Q LUSITANA WAY O; Pr 50' RIGHT OF WAY I N yD N90'00'00'•W T-- PI D 135.00' II 285.00' I O WI ol I C ono Pl 50.00' Z; ry S90'00'00"E L 10' UTILITY EASEMENT'-`..', 1 s LLJ N O O II p O O S. W' OO COVEREDzENTRANCE 0 LOT 138 PROPOSED MODEL 1732 55.00'8 FINISHED FLOOR ELEVATION= 28.9 O O O 40.00' o.005.0' S.0 i ATIO L. — . — . _ . — N V V LOT 137 DRAINAGE TYPE 8 h ! N90'00'00"W 50.00' LOT 125 LOT 126 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 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 OFTHEPROPOSEDHOUSE. 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 PURPOSESONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED_4/1.7/95-A'ND-FOUND THE S_U_B.JECT--PROPERTY APPEARS. TO LIE IN ZON AREA OUTSIDE 100 YEAR FLOOD_P-LAIN—& 7QNF_ BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 137 AS BEING S90'00'00" E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM42093 DRAWN BY: PLOT PLAN 07/24/03 JML A O O O LOT 136 F/I I LOT 127 i LABIJ C I F V Of SANFORn LEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH RIGHT OF WAY LINE POB POL POINT ON BOUNDARY POINT ON LINE - X PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE .I PROPOSED DRAINAGE FLOW POCOR POINT ON CURVE OFFICIAL RECORD CONCRETE PO PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARINGPRMPERMANENTREFERENCEMONUMENTPCDENOTESPOINTOFCURVATUREPC ( ) P PER PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION M) ER MEASURED - PRCPT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY I CALC) CALCULATED TYP TYPICAL li IFNDFOUNDA/C AIR CONDITIONER C/W CONCRETE WALK CBW CONCRETE BLOCK WALLSPINSIDEWALKRPRADIUSPOINTCPCONCRETEPADRRADIUSPOPLATBOOKC$ CONCRETE SLAB " PGSNG PAGESNATURAL GRADE CR/W CHORD LENGTH - RIGHT-OF-WAY I S0. FT. OUARE FEET QRR OFFICIAL RECORDS 800K I 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. AMERICAN SURVEYING & MAPPING FORCERTIFICATIONOFAUTHORIZATIONNUMBERLBy6393THE320EASTSOUTHSTREET, SUITE 180 FIRMORLANDO, FLORIDA 32801- (407) 426-7979 ILLIAM R. SCALE 0 J SM4 28 DATE CAULK BETWEEN Bv. ONE eT WOOD CONCRETE OP WOOD BUCK i CBIJCK WIDtM) BOCK BY OTHERS MASONRY OPENIr+G MAiY. OPENIMG6YOTHERS / BY OTHEP.S INS TaLLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON CAULK BETWEEN WINDOW FLANGE i WOOD BU[Y. EDID1-1/4' MIN BUCK BT OTHERS S7' B7 a EMBEDMENt SHIM ai ' MAX, RIGID VINYL (/6' MAx. SEE NOTES) GLAZING BEAD INSTALLATION ANCHOR TTP.) 3/16' DIA. TAPCON ST1JCC0 BY OTHERS SHIM AS REO'D. I/A• MAX GLASS PCRIMCTCR CAULK BT.OTIERS 01 SCE NOTES) CTYP.XSEE NOTES) I-l", MIN EM3E DMEM7 rD U L w FLANGE TYPE FLANGE TYPE WINDOW rRAHC WINDOW FRAME JAMS CAULK BETWEEN RIGID VINYL HEADER WINDOW rLANGE PERINETER v GLAZING BEAD i WOOD DICK CAULK t TYP3 GLASS BY OTHERS BOW (TYP.) (SEE NOTES) W.V. I) <WINDOW VlDTH7 F.H. BUCK CAULK 6ETvECN WINDOW HEIGHT) FLANGE t PRECAST SILL v/ VULKEH H6 ADHESIVE CAULK. OR APRV'D. COL. SECTION B-B FLANGE TYPE PERT ETER CAULK WINDOW FRANC SILL BY OTHERS f 9 CBY OTHERS - W.W. A -- WTES: SECTION A -A A B C 1) SHIM AS P.EOD. AT EACH 04STALLATON ANCHOR. NAx. ALLOw%-QLE S16u STACK TO BE 1/6-. D 2) VRNDOW FRAME MATERIAL: ALUMINUM ALLOT 6063 I r- 3) INSTALLATION ANCHOR. MUST BE OF SUFFICIENT LTM TO ACME.' MIN. EUBEWENT OF 1-1/.' INTO MASONRY OR CONCRETE t) USE SI ICON IZED ACRYLIC CAULK BEHIND wtNOOw FLANGE A7 «CAD JAueS. SILL MUST BE ATTACHED TO THE SUBSTRATE w17n VULKEN 116 ADHESIVE C.:ULA OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAU.}-J. _ LK FOP. PERimeTER SEAL AROUND WExrERIGROFmNDOwFIANCE. r 6) IF EXACT VANDOw SIZE IS NOT LISTED IN AMCMOR CHART. US. - ANCHOR C+Ja«TItY USTED WITH NEXT LARGER. SIZE. FOP. T:-E APPROPRS(7E DESIGN PRESSUP.E R£OC, 7) CLASS THICKNESS MAY VAP.Y PER T«E P.EOVIREuENTS OF AS NE1300GLASSCHARTS e) LETiEP CESIGNATIONS ON THE TAPCON --Orai1CN CYAPT N)NOIc 'E WHE E TA{pa ANCHORS APE TO 3E 6. iTALL£9 "EM Us1 . E r I 1 EXTERIOR LEVAtON AS A KEY 9) ALL FACTCPY.APPUEO 1-OLES NO GES*,,A FOR TA=C.CN ANCHOR SHOULD BE I"U.-D WITH f? SrP w C- SJFa,C,E,- L-- TO PROVIC, WN /A IN EABE0u. H. ,n 0 w000 EUL/. 10) FLORIDA EXTRUDERS I .p3 SE,Et SIX Nr i SHO..' ..ISP.Ffn A aC XCPfE) - FLORIDA _x R L r ',D -,._ _ SEZI :NG - HUNG I / r../ II + 1 1 I 11) WMEP i J S7RUr ? ,A'^ 5i- SIJF IC ti -NG .i , I / N.N _ _f;>LE\ V; _ _ I a •a( : Y TE _. I-: vr. L, :, CAULK BETVE£N WOOD BUCK 6 MAS, Y..OPENING BY OTHERS CONCRETE OR MAS076? Y OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 3Grr TO 4OPS x1FV TO 70PSF 301V TO 4C.V jw TO 70W 12 is 1/0 x 25 B B F.G F.G 13Is1/3 x 37 3/6 IS e F,G F.G14181/e a .9 5/6 B B r.cF.G1A5Ie ,/a x 35 1/. 8 e F.G F,c 15s1/9 A 62 B 8 F& FJ; 16to1/6 x 71 B F•G FA" 171. , s x u rC FGJ iH2 25 ,/2 x 25 B e TH3 25 1/2 x 37 3/8 B B F.cFA 1M4291/2 x N 3/s 8 B FAF.C.HJ 1H45251/2 x SS 1/. 8 B F.0 F,C.M/ INS251/2 x 62 B e F.Grc.NJ 1H6 25 1/2 x 71 9 F.G F,G1U1H725 , 2 x 493 e 6 r,CJ.K F,GJA30 1/2 . 25 29 1/2 x 25 30 1/2 . 36 3/8 29 1/2 x 37 3/6 8 30 1/2 . 50 3/0 29 1/2 It 49 5/6 a B f,C rcJHJ 50 1/2 . S6 1/4 29 112 x 55 1/. 1 B 6 r.G F,GH) 30 1/2 . 63 29 1/2 x 62 6 6 F.G F.Gmj 30 1/2 . 72 29 1/2 It 71 8 6 F.G,HJ F,G.MJ 3D 1 . 6. 29 1/2 x s3 e 6 F.GJ1cF,CJ.K 36x25 2336x37UsB a F.c f,G 74 34 X 41 5/6 6 e F.GF.e.HJ24536a55l/. B 6 F•C F•G.HJ 25 36 x 62 6 B f c11J F.G.Hi 26 36 X 11 B e F.G.HJ D£F&J+J 7 36 X 63 8 B F.G.JJC F.G.MJJ.x 42 Al x 25 31 1/9 8 B F.G F.G;MJ a . 9 5/L B e FA r.G.HJ 2 , 56 1/4 41 x 55 1/. 8 E F,G11,1 F,G.MJ 2 . 63 x 62 B e F.WU A2 . 72 41 x 71 B B F,CJU D.E,F.G.HJ 42 84 at It 53 F.GJ.K f,G,H1J.x xa 26 7 x 25 5 A.0 F.G46 . 32 3/6 7 x 37 3/6 a A,C F.GF,G;MJ 6 . s0 S/5 7 x .9 S/3 a A.0 F,c F.G.HJ 6 . 51 1/. 7 a 55 1/. A.0 F.O,H1 F.Gp., A, a 63 7 A 62 B A.0 r,G1U O.E.F.0 si E 72 a7 x 7, 6 A.0 F.G,MJ OX-F.Cm.1 7 x 83 P r. F K F «I r 32 52 1/3 a 25 6 A.0 r,G F-C 33 52 1/6 x 37 3/8 B A.0 P,C F.C.NJ 3- 52 i/6 x .9 S/6 o A.0 f,G.- F.G.MJ 345 52 1/1 x 55 1/. B A•C F.GJ7,, D.EF;G.HJ 15 52 1/8 a 62 o A.0 F•GH,1 O.E.F.Wu36 52 1/6 a 71 a A.0 F.C11) D.E.F.G!1J 37 52 1/1 x 63 a a.0 F.6.3.K D.EF.C.J.K.J,x37 S,ZE Nr7 AVXILa?,LE IN 1000 OP 1500 SERIES. FLORIDA TIONAL. INC EXTRUDERS` 4NFORD, FLOFIDA 1TITLE: !NS7F:-o-47 4QN D' TA J cr i.UNG '-LNG'-LNGEViNDC.;; S ri=S 000 i:00 e000 RSYv BY: f 1PPP.04E3 BY: 1 _.. A:-: , Jr/11 /'J SCALE: C )D1T_.. L=Xii^ I 1l P . = s C O SHEATHING BY OTHERS NB BNSTALIATION ANCHOR SCREW (' EXTERIOR FINISH of OTHERS PERIMETER CAULK BY OTHERS FIN FRANC HEADER EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH — BT OTHEPS x8 INSTALLATION - ANCHOR SCREW UYP.) SHEATHING - By OTHERS 1' HIM. 1BCpCNf UH' HIAK. 48 INSTALLATION CAULK BEHIND FIN FSKIN SPACE ANCHOR SCREW (TrP.) iv0 BY BUILD TWO 31 rRAMINGSHIMASREO'D. BY OTHERSSCEENOT DOWN BY OTHERS CAULK BEHIND FIN FIN FRAME JAMB nQTES SHIM AS REO'O. 1) SHIN AS REO-D. ADJACENT TO EACH INSULLATION ANCHOR WITH LOAD BEARING SEC NOTES) SHaN, MAX. ALLOWABLE SHIu STACK TO BE 1/4'. GLAZING (TTP. 2) WNDOw FRAME MATERIAL_ ALUMINUM ALLOY 6063. SEE NOTES) yr IML 3) USE S4JCOwIZED ACRYLIC CAULK BEHIND WIDOW FIN AT MEAD. SILL & JAMBS. r aL SPACE A) USE SILICOIIZED ACRYLIC CAULK FOR PE—ETER SEAL AROUND EXTERpR OF EWECBCOSNiW 5) CLASS TwCK ESS MAY WART PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. UNSULATHNG (LASS IS ALSO OLwJFIED. SHEAft" 6) SCREW ANCHORS AT HEAD, SILL & JAMBS SHOULD BE /8 SCREWS OF SUFMENT BT OTHERS LTH. TO PRONOE MIX I IN. MIN, EMBEDMENT INTO WOOD FRAME. PLACE 18 SCREW ANCHORS 6' FROM CORNERS AND 24' O.C. MAX. EXTERIOR 7) BUILD DOWN ARCKM d1RYED PRTION OF WINDOW FRAME TO eE ENGINEERED BY EXTERIOR FINISHOTHERS. BUILD DOWN MUST BE OF SUFFCXNT STRENGTH TO ADEOUATELY BY OTHERSTRANSFERLOADFROMWINDOWTOTHESTRUCTURE_ 8) FLOROA EXTRUDERS 1000 SERIES DESIGNER wr1IDow SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &•2000 SERIES. MOIL/ WIBTN PERIMETCR CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE Or BY OTHERS TMIS PRODUCT TO THESE TWO COWCURATK)NS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE IOMI. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMnG SYSTEMS. SECTION B-B10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER L"TS USING ALUMINUM TUBE MIALJON. SEE uvu)ON NSULIATLON SHEETS FOR REOUHREMENTS. GLAZING (TTP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D.- ME NOTES) / L TRIM PACE EXTERIOR ELEVATION rWe ar s:iN;Nr 3, OTHERS CAULK ICH:ND FIN '' Y$Y •• 1. Him SECTiG•; -; F A. A 0 wH EXTERIOR EL_VATION FLORIDA EXTRUDERS INSANFORD, FLORIM TITLE: FIN INSTALLATION DETAILLDESIGNERFIXEDWINDOW1000, 1750, & 2000 SERIES 2002 DRAWN BY BB APPROVED BY: DATE:02/14/02 ISCALENTj jDwG:FLEX0037 ONE BY BUCK BY OTHERS CAULK BETWEEN WINDOWFLANGELSMEATHING PLYWOOD (TYP.) IT OTHERS EXTERIOR fBOSH BY OTTERS PERIMETER CAULK BY OTHERS SHIM AS RE" SEE NOTES) WINDOW FRAME HEAD WROOWIT EXTERIOR . LAZING CTYP. SEE NOTES) vbdx)v ERNE SILL PERIMETER CAULK SHIM AS RECYD BY OTHERS^ cSCE WYES) CAULK BETWEEN d j WINDOW FLANGE 11jLONEBYVODD DUCK CAULK BETWEEN WOOD DUCK L MASONRY OPENING IT OTHERS EDNCRE rt ORSECTIONI0i'J A -AHASO•RY BY OTHERS INSTALLATION ANCHOR 1-3 6- MIN. 19 SCREW ENOEDMENr BUCK WIDTH HIMA%. SHeMSPACEBUILD DOWN CAULK BETWEEN BY OTHERS ALSOAPPLIESNOTES TWO BY FRAMING TWO BY BUCK ,. I: CONCRETE to SILL) 1) SHIM AS REOO. AT EACH INSTALLATION ANCHOR MATH LOAD BEARtNC SHIM. MAX. - BY DT CRS BY OTHERS ALLOWABLE Stem STACK TO BE 1/4-. 2) WNOOw FRAME MATERIAL: ALULWAAN ALLOY 6063. 1- 3/8' NN.. 3) TAPOON NSTALLAT" ANCHORS AT SILL MUST BE Of SUFFICIENT LIK TO ACHIEVE SHIM AS REO'D INSTALLA7TM EMKOMENTAM. EMBEDMENT Of 1-1/4- INTO MASONRY OR CONCRETE- :F1O INSTALLATION _ (SEE KITES) SCREW <. SCREWSATNERDkANADSMUSTBEOFSUFFICIECTLENGTHTOACHIEVE1-3/D MN. EMCBEDNENT INTO WOW I"" AND BUILD DWU OWN HERE 'REOIREO. BISTMIATION ANCHORS h SCRMS TO BE PLACED 6 N. FROM CORNERS ft 24 It } .. O.CMAK. .WINDOW' XAUEK T 4) USE SI. fOONIZED ACRYLIC CAULK BEHIND IAI00w FIAHGE AT MEAD. SIL k .IAI$S :IAMB ExiER1OR CIF ,,+ n' a VDOO S) USE SILlGOH1QE0ACRYLICCAULKFORPERIMETERSEALAROILND „f;"` WIDOW FLANGE. .. - -.: •_; o ' GLAZING QYP 4=„>' 1/4' MAIL CLASS THICKNESS MAYWART PER THE REOIAIIE/EM'S OF AS1M El 300 PASS SHIM SPACE CHARTS. SINGLE GLAZING 1S SHOWN. INSULATING CLASS IS. ALSO OUN.IFED. r . sa 'p:s` „. BE fjICINEERED ar6'I 7) BUKDDOWN AROUND GAINED PORTION Of WIH1OIN MA ME TO OTTERS. BUBO DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WIDOW TO THE STRUCTURE. 8) FLOROA EXTRUDERS I000 SERFS DESIGNER ONION SHCWX 7N6 PRINT AM APPLES TO FLORIDA EXTRUDERS 1750 SERIES k "Co SERIES. . z ,.. 9) ELEVATIONS SHOWCOMMONCorolaiATIOH15. R IS NOT INTEM!" TO LIMIT USE OF eLriHG1ETE°R THIS PRODUCT TO THESE TWO COHQIMIRATIONS. THIS SHEET APPLES TO ALL PERIMETER CAULK THAT FROM THE TOM. 1730. & 2000 BY OTHERS 1t OTT HERS CONFIGURATIONS CANBE MANUFACTURED SERIES OCSIGFER FIXED WIDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MILLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MILLION. SEE MULLION INSTALLATION SHEETS FOR REC UIREMENTS. CKTERIOt rmsm SECTION 8—B BY OTHERS WINDOW WIDTH Is. BUCK HEIGHT Nww x+ WID[ H, TI- 1/ 4EXTERIOR ELEVATION SHIM SPACE 6 LI - I/: NIR/ LAL7 i RAL FLORIDA B. O. A. s. EM3ElME••Nt OK BYWOODMANUFY-- ACrMR + NAM;.: BUCK BT VIPERS }IJi.. X r 1Yy1 XAM IN.TALLA; YOUAKNIP 1'Y' •• ` — -:r, : , `. wltN HIEIO B 6 AEXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL.S. RIDA TITLE: FLANGEINSTALLATION DETAIL Vi FRAME BUILD DOVN DESIGNER. FIXED VINDOV 1001), 1750, & 2000 SERIES DRAWN BY:BB APPROVED BY: DATE:02/12/02 SCALE:NTS DWC.: FLEX0036 NIM AS RE'0'D INSTALLATION ANCHOR SHEATHING (SEESHIN NOTES) 98 SCREW BY OTHERS CAULK BETWEEN DOOR FLANyl O WOOD BY 1 L SHEATHIBY OTHERS 11 V V 1/ t• MAX SHIM SPACE 1- 1/1 MIN. --' EMBEDMENT STUCCO OR SIDING BYOTHERSSLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERSW u TEMPERED I GLASS ETYP. I T 7i DOOR s AF.r,CTUr-E.', rc e HEIGHT o / ors uDERS _ . SLIDING GLASS DOOR FRAME SILL •. DOOR V]DIM /A- MAX. anln ar t TWO BY WOOD 1 1-1/8 MIN By OTHERS EMHEDMENT SLIDING GLASS DOOR ` RAME JAM? 1 TEMPERED GLASS CTYPa PERIMETER CAULK BY OTHERS SECTION B-B SLIDING GLASS DOOR SHIM AS REO'D.HOOK STRIP SEE NOTES) INSTALLATION ANCHOR DO SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION ANCHOR 8 SCREW TWO By WOOD By OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING 1- I/8' Mitt EMBEDMENT SHEATHING HT OTHERS SHEATHING By OTHERS Z`i7,/—'/ STUCCO TEMPERED GLASS TYP.) STUCCO OR SIDING ORSIDINGHYOTHERSBYOTHERSSLIDINGGLASSDOORINTERLOCK HOOK STRIP DETAIL NOT% i UDOORMATERIAL. ALL.mu+ ALLOT 6663. Z) x9 INSTALLATION SCREWS MUST SE OF S1fFICICHT LENGTH TO ACHIEVE WN. ENBCDKNT OF I -VD' INTO WOOA TAPCON TTPE INSTALLATION ANCHORS At SILL MIST BE OT DEFICIENT LENGTH TO ACHIEVE MIN,EMDEDHENT OF I-1/4" INTO MASONRY OR CONCRETE. 3) INSTALLATEEH ANCNLR CHART ON BACK OF TMS SHEET. s) WSE SILICORZC3 ACRYLIC CADLK KHM DOOR FLAKE AT HEAD L JAMBS. SM USE SKiCCMZED ACRYLIC CAULx FIR PERIMETER SEAL ARCIPND EXTERIOR Or DOOR, 61 IF ExACt DOOR SIZE IS MOT LISICD W ANCHOR U+ART, USE ANCHOR DDANTIIT LISTED WITH NCxT LARGER ti:£. FOR INC APPROPRIATE DESIGN PRESSIRE RED•D 7) FOR POCKET DOOR SIZES USE CLOSEST 31PASS DOOR SIZE L CDWIGURATM TO FDUSKD O EMING, RACE INSTALLATION ANCHORS. IN FRONT or NOw Star AS SHOWN 9) GLASS THICKNESS MAY VARY PER REOUtREMENtS OF ASIN C13N GLASS CHARTS. 9) DOOR NIT IS APPROVED USING TEMPERED GLASS IN SHfA.0 GLAZED OR WSMAT114 GUT SID) JANB A SILL CORNERS ARE TO 9E SCALED WITH A SMALL JOINT SCAN SEALER 11) SMIH AS REOD. AT •A. SET OF INSTALLATION ANCH(RS. Mx. ALLOWABLE SHIM STACK TO RE I/A'. 12) ALL [W-TALLATIN ANCHORS MUST BE MADE 1T CORROSION RESISTANT MATERIALS. 0) 0Z •x REPRESENTSREPREIZNTS MOVINGPARE AHD 9' RCPRESENtS Flx D PANEL APPROVED COW]GURAflON ARE AI LISTED ON ANCHOR CHART ON SACK OE THIS SMCET 1 F E X T E P, I OF. E L Ey A T I ON 1A) HOt ALL rtW G Q-110N- LISTED ABOVE ARE SHOWN ON THIS DRAWING. +o VCR INSTALLATION ENH_DHEN: SECTIONS A A '9-9' L MOOX STRIP DETAIL APCAP T TC INSTALLATION OFALLPROVEDFLORIDATIONA f Cl// O _ !-!/<" MIN, /S) = S IESRAND IWD SCRSE: A]DUG GLASS DOOk IS SHOWN. TnIS PRINT ALSO APPLIES i0 D O 2 FAME! DCCiD SyO"JN tea SERIES AND 30 SERIES Q A If n o D LIBERALLY APPLY A CAULKING UNDER OR SET SILL ININ HEI<ED EN$TA!LA-LLN ANf);QR OF CONCRYTE ?/:5' D = TA;:cON SE(I IUIy A.- fiT Fc ? 2092 A H B I N s-1 PLEVI DESCRIPTION IDATE , IN[ F ! n P T T) A INT. DERS C. Sar1Fo D FL. TITLE: SLIDING GLASS DOOR NST.A LAT!ON WITH Ii° SCRE'WS DO WIN BY: 33 ( A.PPPOVED BY: j 0.,TF: !21! 7101 .SCALE' NTE 'DWC ^i::CV1ci S,T I = 1 0 9 iq 1ssOQ P.V./iG.S'iGIY!4 SILL (TY'r; r8 X ?/4 SELF TAPPING SMS r 1XPY1/8 TUBE ,MJLLICN SEALANT iBETVEEN A WINDOW FLANGES- L MJLLMN SEALANT BETWEEN' a \--.gg X 3/4 SELFWINDOWFLA*9-mS TAPPING SMS L KILLION 1000 S.H. HEAD (I TP.) SEALANT BETWEEN WINDOW FLAGS SECTION A -A l O L KILLION 10G0 P.W./DESIGNERrSILL (TYP.' J #e X 3/4 SELF TAFFiNG SMS ixz7ll6Xve TUBE mu -LION SEALANT BETWEEN W1N-VIW FLANGES' L )41LLION rE X V 4 SELF 1CuG S's. TAPPPq SMS HEAD (TYP.) SEALANT BETWEEN SECTION C -A C WINDOW FLANGES L M.`LL ION ink SEALANT BETWEEN SILL (TYP.) WI++DOW FLANGES • T ! L NLtLION l•-a8 .c SL 1 APPiN,5 SMS i! 4 X 6 u6L r.;LLI+1N 1OC: P,W./DES1GrV, S1LL (TYP.) fER )( J14 SELF TAPPING SMS ixcx_iE TJEE MLLLION TYPICAL mL!LUOM TO CONCRE! E C JAt/E APPUES TO JALS WF:ERE 1' X 4' QL2" X 4" TU9_ MULLIONS ARE iiSE CONCRETE OR MASONRY EY GTHERS BLCK 9r OT+ERS Q T7.'STALL.ATIGN AKZP07. 3/;E' M,Ac TAPML; SCR --A" AWCHCR (TrP.) ExTERNAL MULLION INSTALLATION CLIP CENRALFI(RMA B..0. A. F. 1! SELF ox s.1: TAPPING SMS1 . I=_AD (TYP.) MANVFAryTUR NA : A*X/DA FX`MvD6RS I SFCTlON A —A (2) MASTFUR FILE # 6 r 1000 P.W./DESIGNERS0LLcTYP.) Ik8 X 3/4 SELF 1^00 P.W./D=SIGN'__R TAPPING SMS SILL (TYPJ1Xc711..6 X3/8 TUBE MJL1 10N r I x8 n 3/4 SELF APPING SMS ki 1(YtJ r;11 tSy 11 1 I 2X4X3/8 TUBE MtJ Q a H- 11/4 MI"L Er_EBMENT LION p h SEALatT BETWEEN iN7¢W FLPNr,E — SELF 1HLY1 S.;t TAPPING SMS READ (TYP.) S.'CT!ON A. —A (4) r-1000 F.W./DESIGNER SILL (TYP-) 118 X 3/4 SE--F TAPPING SMSr- 1 X 4 X 3/6 X :a S I!r LrG!i I r-TA" -\ i f I i I n X 3/ 4 SEL% j PP:N SAS I L='J:4i•JA cA'N, FROM :X7 310R FLORIDA EXTRUDERS INTERNATIONAL, , a INC TITLE: C,R. i f? j,! . n = ! ?.N_"_ ASH ! 1r - L VVV i R4Wr @Y. i i AF?ROYED BY: D r..tTr _ cCALE '.T DWG_ i J,eKi :TrJ i X 2 X 1/E lCOC xS -1 X 2 X 3/8 riNE BY WOOD TUB - I UBE KP "_L1uM1 • A.xi_ (Typ') ; TJx_ N ! L:^vV i BUCK ! Y O. Hz; s 11 3 1 1/4' t"IN. Q S X 1/2 SELF \ !tE X ill SELF EM G!lrTl QTAPPINGSMSTAPiNGSMS S'lNxMd SEALANTFLANGES , ` SEAlJ4vsTrLAW-EEtt ESL tA1.10q t Ni7ur, 2 x 4 X 3/6 - M X !-J2 SEL kP X 1-!/a SELF Ti1$E is;1lJ_Iy': TAPPING SMS TAPP'SaSMS SECTION A -A 1 SECTION A -A (2) r! X 2 7/16 X i/E iUEE 14JLLSODS St - TUBE MULLION ! X 2 7LL X 3/E L•9G S.ri l3QQ S.tL -1 iuK JAMS CTt'PJ JAMB LTYPJ JAMB ST, 1; S X 1/2 SELF >:S X 1/2 SELF TAFP-INC SMSTAPPING SMS JAMS L- Yi' ) SEALANT uTWEEN WTNMV FLANGES t i' S1S TON L 48 X 1-1/2 SELF TAPPING SMS SECTION A - A (.S.! 1 X 4 X 1/ E TUPE MULLION c:lj. r: - Jek3 92 X AP. i- in SMS ILI lQETA! L C EY GTFrr. RS Q . L INSTALLATIGN ANG•R 3/16' DIA. U:f TAn3q SCREW ANCMTIR <TY=-, i £xTERNAL Mtf..i.IDN j INSTALLATION CLIP TYPICAL JAULUON TO CONCRETE 4 HEAD I MikLL;k APPIJ£S TO HEAD & SILL WH--cE I' X 4' t 2' X 4' TU8£ MUfJ.!ONS AFE USED) TAI 46 Y. 1/2 SELF INSTULLATlDN 44D,M TAPPIW5 SAS I i 1 3/16' ULA. TAPCON SCREW Aiw} x :TYPJ L SILL CLIP Q iE X I-1/2 SELF -A SEALANT ETW'LLN T SJ A4T KTS!'cEN TAPPING SMS WIN.Ol2V FlAbi•rS - 1 !/A' M Y WIN20FLANGES 8 F"Jll[ti: QEM3E MENT c Xz Mfu ION SECTION A —A i7i • Q 1 r. SE PRECaSTSILLEY TNERS TAPPING SKS ! 2ETAIL L ! tilXt!!tj?Y P! aTF- ON A —A, (/ ri 4i2LITT—n44L ANClCRS, WKNREQUIRED) U'cE MULLION ait 1 ACT FL` 1. 4710 ROm EXT=H. O.F 7 4INTERNATIONAL. INC k .. - FLORIDA EXTRUDERSSANF'ORD, FLORIDA TITLE: - 10C ' 1 500 L Aq i_r Sri-T 1 OF 2 7T7f' I1RsWti ..Y. a' APorOVED BY: PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jcferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAMi-DADS COUNTY. FLORA: METRO-DADE FLAGLER BUILDII I311ILDINC CODE COMPLIANCE OFFI4 MFITRO-DADO FLACLER DUILDR 140 wlis'r vLACit.l'stt s'llin r. surn.. tG MIAMI, FLORIDA 33130-IS 105) 375-2901 VAX (303) 375.25 COWI*RAC'COR 1.IUNSI,NG S1 CC11 303) 373.252,7 FAX (303) 373-:.' co,N*r1L1t."1'oll1:\1(>IZCI:dIN.Y'1' inviSIf 303) 373.29" VAN (105) 373 PRODUCT CONTROL VIVISI• 303) 373.2901. FAX (303) 37.14 Your application for Notice of Acceptance (NOA) oP. Eutergy 6-8 S-W/E Insiving Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami•Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke', modify, or suspend i use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flori Building Code. The expense of such testing will bA incurred by the manufacturer. c' ACCEPTANCE NO.: 01-0314.2S CXPI RES: 04/02/2006 Raul Koangucz Chief product Control Division THIS IS THE COVCRSHEET,„ EE ADDITIONAL PAGES FQI1 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONTMITTEC 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 iviinnti-Dade County, Florida under the conditions forth above. A . f PROVED: 06/051200 i r-macisco 1. Quintana, R.A. Director Miami -Dade Count' Building Code Compliance 01,11C f Prcmdor Entry Systems ACCEPTANCE No.: 01-0314.25 , APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCr: SPsCIrIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2? not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E instvinb Glazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arch 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 installation of this unit will require a hurrii atotection system,. S. LABELING 5.1 Each unit shall bear a periiiancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. 'BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies oi'thc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components ;elected for the proposed installatio6.1.3 Any other documents required by the Building on'teinl or the South Florida Building Co. SFBC) in order to properly evaluate the instnilaliOn of this system. ivlanu 1 Perez, P.E. Product Co ro Exam Product Control Division Ercmdor_Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN Q 52001 EXkRES RHI 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDiTIQNS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for tcmiinntion of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc)•and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by tht words tyliami•Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature, ifany 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 tine. The engineer needs not reseal the topics. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF'I'llIS ACCEPTANCE Manu Perez, P.C.; Product Con tr kvm Produ " trol Division COP-VJL-MAOIOO-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 2'6" _ X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 316" Not Listed Not Listed — I1'D" I X01 OX, OXO 2'8" + 1'0` COP-WL-MAO143-02 02.0419,08 Application Filed) 52,0 NO 2'8" + 17 - 2'10" + 1'0" 2'10" + 1'2" 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 1'D" + 2'10" + 1'0" 1'2" + 2T + 1'2" 2'8" + 1'0" IV' , 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 21" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Flied) 52.0 NO i 2'8" + 2'8" 2'1C" + 210" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP•WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + TV + 2'8" 10 2,10" TO" + TO3 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 8CCO protocol PA2O1, A202 & PA2,01•. a c aft AR EK1 "„tale/,.T I tNI!NCI. AtN AM1'NY 00nNi N•".A.wNN,N/tl,r(„"r ow. tl Ape79. ? alit •" Oub , o••n Out cool"wmp 9roomm of p>;."n Nnowevemom ma.es lWifioGon{, des* ma o.000n Masonite International Corporation odu WAka W C" wONW Nalco. Glazed Units X x0, Ox. OX0 xX, OXXO COP-WL-MAOI OO-02 FIBERGLASS DOORS 6'8" Height — Outswing 2v" 2'6" 02-0418.03 2'8" COP-WL-MA0161.02 (Application Filed) 55.0 NO 2'10" TO" 3'6" Not listed Not listed -- 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 17, 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0„ 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 56.0 NO 1'0" + 210" + IV' 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IV' 17' + 2'10" + IT IT' + 3'0" + 1'2" 2'6" , 2'6" = TV 2'8" + 2'8" + 21" 2'1G"+2'10"+210" 3'0" + TO" + TO" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2" 0" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL•MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + TO" + TO" + TO" -- dote-: 1. Dccr arrangements using fewer panels than win! is shorn 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 d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 81 PA203. U C .kt_aft t'..•.,.1. .. at 0... .ate," -terI .U..,:'t .X" h.7AY V00AA W..n."-N H"p'.Uvn 0—tAlqtK/lLJ•N/V t+'/i..n ' . • AD, /i0, M2 n.aa•, 0"uh. 0••n Out CNWnu.'16POMMOtIII OC.OIkMOn4Vn9.01ni4lt1046kahOM4109nNOOM00 Masonite tntlrnattohal Corporatior. At dmv;^' V t0 Chan" witwl nJttct COP-WL-MR0100-02 FIBERGLASS DOORS Glazed UnILs 8'0" Height — Inswing 2'0" 2'6" 02-0423.01 X Te" COP-WL•MA0146-02 (Application Filed) 40.0 NO f 2'10 i 3,On 3-6" Not Listed Not Listed — I X3. Ox, xo 2'8" + 1'0" COP-WL-MA0148-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 1'2" 2'l0" + 1'D" 2'10" + 1'2" TO" + 1'0" 13'0* + IT" 170' + 2'8r + 16" COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO 1'0" - 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 210" + 1'2" IT + TO" + 1'2" 2'6" + 2'6" + TV 2.8" + 2'8" + 2'8" 210" + 210' + 210" TO" + 3'0" + TO" i XX, OXXO 2'8" + 21" 02-0423.01 Application Filed) 40.0 NO 1 2'6" + 218" 212'10" TO" COP- WL-MA0147-02 TO"+ 2' 6" + 2'8" + 2'6" + TV COP- WL-MA0150-02 02- 0423.01 Application Filed) 40.0 r NO 21" + 2'8" + 2'8" + 2'8" 2' 10" + 210" + 2'l0" + 2'10" TO" + TO" + TO" + 37 otes: 1. Door arrangements usit;g 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 INernalional website (www.masonite.com) or from the technical center. 3. Insta,"ation instructions are available from the Wasonite International website (www.masonite.com) or from the technical center. 4. Actuai design pressure requirement for a specific cuilding design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. Vn, 13 0# kWaft AR EK" I In1.M r'..\it /i N'1'MY Dtl(litt w•x«u.Yiwrt",r UYr)D.nr. a A..+ Masonite International Corporation bycamnuKDIM;ri Of 111"0 M.prOMICMNAM caq" ad COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing Arrangement Singles (width) Masonite international I I I DP Rating -Impact Rated 2'0" 2'6" 02-0423.03 X 2'8" COP-WL-MA0166-02 (Application Filed) 47.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" masonite international COP•WL-MA0168-02 miami-nade, Bcco 02-0423.03 Application Filed) DP Rating 47.0 Impact Rated NO 2,8" + t'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 IT + TO" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10"+2'10"+2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 & PA203. 0 Oakcft AR EK'" to<luuwle n•• VINF.AC1.ASR KmTkY DOOM% IJ•1"i•••n•erewrr•" F^•'10••n V1 a. 20" 0•• ilr o••.. Masonite International CorporationowcommrwgWmn011.0"impowmemm,k"o w""ic" d" "IMMOOUCI tad SYkIKI 10 CMnpe wAh w "Irte. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Masonite InternationalI I •. , ,.. 1 COP-WL-MA0101-02 01.1031.01 76.0 NO 1 X th) 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'1On + 1'2" TO" + 1'0" 3'0" + 1'2" 1'D" + 2'8" + 17 COP•WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2"1 On + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" t'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2T + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" 3'0" + 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" 210" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'1On + 2'10" TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. installation Instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by A5CE 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 ak raff AR EK" ..I.I.aI..,./•/ MI"""GI.ASS HNTKYUOONS N•n. ,Mrt""tn r0•w. o•.ulr o••., Mn29, i Masonite International Corporation OuIContuluontowulpDlpplDnlMplo0up ,nDIb+MItA TDkM splCtlRilgnS, Otsgn,n0 Dloaucl Wad $. Dial to ORO" .1ho I "WRt COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height -- Outswing 1 COP-WL-MA0121.02 1,1 i 01-1031.02 76.0 Impact Rated NO r X 2'0" 2'6" 218" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples 2'8" + 1'0" 1 COP-WL-MA0123-02 Miami -Dade ; C 1 02-0109.09 Application Filed) t. Rating 55.0 Haled NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 17 IT+2'8"+IV" COP-WL-MA0124.02 02-0109.09 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1 T 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + TO" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2`8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3ro" 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" + 210" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 C? a aff ter. e. A,RjEK'" Irtl"f,r.lr r,em JKNNGLASS HNI'NY DOORS Nw1 .Mne/Mry."bv/tlwr PRfA1 .e r Jri." " Mr: 2k 2002 Masonite International CorporationOurCominukVWOPM1WiroautlWOWMlerdmike? $W dicllo"a. dtage and WOW Wad tukd!cl 10 Ch&W WOW Mute. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing X 2-0- COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO 2-6- 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO tth) Multiples— 2'8" + 1'0" masonite internationali COP-WL-MA0108.02 i 02-0109.08 Application Filed) D.Rating 55.0 RatedImpact NO 2T + 1.2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 'IT 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1,2„ + TO„ + 17" 2'6" + 21"+ 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0"+ 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 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-MA0110-02 02-0109.08 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 & PA203. kraff AR EK," t r„trnr,,,wss t: r+r"r ,g0oo"z »r•..t:•r.w tr..w"e•..ro.e., Aa+ 29, 2002 Ow COMUM0 o,aWam of pFO" »norovtmam makes soeci Minns. asgn+no oroauct otitd suotett to tiun9t wi h" nouu, r.at",,at, r.".• o-• .q o••n Masonite International Corporation Opaque Units COP-WL-MAOI GO.02 FIBERGLASS DOORS 8'0" Height -- Outswing Arrangement X 2'0" l l COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO 21" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" Alasonite International COP-WL-MA0128-02 Aliami-Dade OCCO 02-0109.07 Application Filed) 11111111111:1101MI111111 55.0 JM= NO 2'8" + 1'2" 2'10" + 1'0" 2'1 ON + 17 3'0" + 1'0" 3'0" + IT 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 t'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 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" + 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 At geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 6 PA203. 13 Q alga AR EK" f I"1."<,'LASS N.N'I'NY 170OKS N TY f*.e.. t—,o— ApiOM,AwtCMasontt! International Corporation Outommw"p aopnm Of pYooua impro.emem mekn 1oecmwi6ft. oes,p" IN oloowl eeua suei"I to cne"pe wnnoul Witt, X Unit t i" UNIT 8'g" UNIT 15/16' 17.1/8, MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/8HMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1, Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use, fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF b PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o...... o""., Auicomi -Ae Masonite international CorporationOurcononundproprimofDrddununoro•tmem m•ses SpecAK•tons. oespn •no plooun dew subject 10 minde WOW notice. XO or OX Unit MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE UNIT 8'0" UNIT 5116' 17.1/8' MAXIMUM ON CENTER 1YP. Minimum Fastener r , 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening Width of door unit plus 112" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apni29 2002 Masonite international Corporation 0.1 VI INVoucln.;nV.tn.tni nUtt1 {IIM nCulgn{. ot{gn Mc Ywvct MA Suoµ'CI 19 fnbge wAnoul 001-Ct oxo Unit SINGLE DOOR WITH 2 SIDELITES UNIT 8'0" UNIT 15/16' 17-1/8, MAXIMUM ON CENTER TYP. MFastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location, RoughOpening RIl Width of door unit plus 1/2" Height of door unit plus 114" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 vCluur.ly bpm oe• . u•ul. Ap1129,2002 Masonite International Corporation W, COrlluly"10 010014111 VI U10ovC1 I "JVC+llelll ...0 S4el'11eJ1.Vl1'. 0CNpII Jno pfuaoO deli. f041eC110:N11Ve WOOVI n01Re. J• MID•WL-MAOOO5-02 Unit I DOUBLE DOOR WITH 2 SIDELITES b Cl. n'P. TYP. 31 TYP. TYP. 1 1 1 1 i t 1 l t 1 l l 1.... j TYF l 11 11 1 11 11 1 11 li i~ 13 5/16 °17- UNIT MAXIMUM ON CENTER TYP. Minimum Fastener Count Rough Opening •, 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. l.c1u P.11y 11•T April M2002 Masorlite Irternational Corporation our cominuul0 wopl•m of O,Ooufl anp oKwIenl maatt soeCAgalgns. det,Qn ano Dlooutl otlaa J%,bjW 10 CnOnpe wn110u1 Witt XX I 4t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT! Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size • 6'0- x 6'8' Design Pressure 52. 0/-52.0 limited wrier unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure WO Impact resislant requirements for a specific building design and geograpldC location is detem'dnedby ASCE 7-national, state or localbuilding codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD- WL-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/ 4 GLASS: 0 0oa as on ao 0 nn too Series 133. 135 Series t36 Series 822 Series 1/ 2 GLASS: 0 DD DD n nn ao na as oo nn 105 Series 106. 160 Series' 129 Series' 12 RA., 23 RA.. 2e RA 107 Series' to$ Serbs 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panef with scroll O aak raff ;M 1EK'" I1IUL' MCi4A5 LWI'041 000IIY r+ol,.T .n.e F4 4. t—, D.— Apra 29. 2002 Masonite International Corporation dm cominv" Or001em 01 WOW ^210vlmtnl makes swd,0110ns. des#en and 010dun Mad WNW 10 Comae WIIMN n01Ke xx Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: x F na as 404 Series e10 Series 109 Sod" 114. 120, 122 152 Series 1e9 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0,075" minimum thick fiberglass skins. Both stiles constructed of 1.5/8" 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-OADE 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/ auf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ak raff ARkEKI- I IULXCL.\.\.S 4NUKV 11004% NewT. .-tA ..i4u 1."0— pnrjfrr Da" rI\C/"e ve\ 1d April 29, 2002 M AS O f1 itQInternational Corporation Outtontnu+le prooam of proeuss mprorunenl makes smiRW ions. eesfon m0 ploeucr etteil Sue"CI to tnsnpe Y Jhot1t no1Ke. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 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 6T. Single Door with 1 Sidelite Maldmum unit size - 6'0" 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE ?-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: a= a e0110 as as as as oa D 0 as 100 Series 133. 135 Series 136 Series 822 Serbs 1/2 GLASS: 0 0 OD Ou n ° C nn an an an as nn 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 RA.. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used In the louowing door style' Eyebrow 5•031tel with stroll C ak raff AR EK" .m 1411LA LASS LNI'KV I)011K1 M,FT..wnlf.NrNaul.hrr0— 1WEM ,Ze,// 0 April 29.2002 Masonite International Corporation dur toms-wn oloulam of oloouel n1elV.ehgnl Makes SoetdueA10"$, Gt"q i'M r•oe-e1 01136 f.4KCl M ehahet wllhoul he1Ke. XO or OX r e 1 t I Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 e04 Series e10 Series 109 Series 11e, 120. 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: 120 Series 200 Sere" 12R, 12L, 23R. 23L. 450 Sodes 152 In 1e9 Serbs 109 Serbs 120, 122 Sedes 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1.5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEOIN 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 Qak x aft ARCEK" I,., . 1 111l Nfil„\tS1;Y1 N1 I11111N\ f1M•fi.wNfierw"l.wr,Owf April 29.2002 Out conjn tq, pogrom of propum unprorement rates soecifcaions. pec.9n and oroeucl seU., sa]lecl to Caogt "000ul nonce lHb •elr 1 ym Masonite International Corporation OXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size - 97 x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building Codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02, APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 n 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 NL. 23 H/L, 24 AIL 107 series- 108 Series 304 Series series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oar aff ARF kjEK,. r.a- I111OWLAS\ 04TItV uuulls rbMTu-wN hwp"Ew. oo-., //lC/Y1 V .r./r wl. • Apr1129. 2002 OW t0bOu,- aodledl 01 ploducr -edrovtmdm mrkes soecuKaam, dtston $no WOW deW SO Oct to almst w4hdW noece. OXO a t t a, t Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: On ao 404 Series e10 Series 109 Series 11/, 220, 122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: s11 129 Series 2mmSeries 12R, 12L, 23R, 23L. 450Series 152 Series 149 Series 109 Series 1207122 series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab Tilled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakerraff ARIEK, M .. VIULNGLASS UN7'RY 000kh Nen•A.wNSMraku E."2.n PREMDOW iw'/ N • April 29,2002 O..r, Masonite International Corporation Our Comirurr" program 01 proeuCA ftforemenl makes spesilKalions. eefpn aM 0404W 0eral Sup"10 ChM" wKnoul nYOCe. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 7- iAF 1 4%r. es i' aS O Double Door with 2 Sidelites Ma)dmum unit $12e . 12'0- x $T Design Pressure 52.0/-52.0 Umited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specifc budding design and geographic location Isdetermined by ASCE 7-national, stateor local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: p0pp 0 saeMIXI go go og go go 0 og 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 D n0 go go an gg go gg 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Q k raff ARTW tad..l..olr I.oro 1'1114'NCLASS U-1'111` 000AS wn.A.oN.a rn.rp.n tme7 Gi—, S Apr929,2002 Masonite International Corporationdunmllouugploglamof01004nNlprovementmaaMspefOKalons. designand ploducl detail Salto Iis ;"tw00u1 no1,Ge. OXXO Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114,120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12A. 12L, 23A. 23L, 450 Series 152 Serbs 149Serbs 109 Series 120, 122 Sella 300 Series 24A. 24L Serbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested In Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. - Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR—EK.. IAHLNI1LA\,1 Lr l"1 111111N1 a,•r..wwr,,.p,"6,vr 0es.. PR&W , , rt Apto29,2002 Masonite International CorporationowC-Ift le elgpam 01 oloeoa w Vfftemem meals sectd"Vns, eespn ano Dro00a enact 30"Ct to ch"o w011o01 Wee. XX O• {I I Glazed Inswing Unit 1 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 TO" x 8'0". Double Door Maximum unit size . 6'0- x 8'0" Design Pressure 40.0/-40.0 limited water untess special thresholddesign 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 deterrvined by ASCE 7-rational. stateorlocal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: Dm oa as 822 series a 00 404 Series 108 series S ak,ra.ffr AR k EKw1.,5.r..reA 17IULMCLASS L'N'CMN' UUUMS rbnli.lw.O aU.rp.0 Lmrr Doer nRr DO MasoniteApra29,2002 International Corporation Ow COMmurtp MOalam or D'od.0 "po'emere Man jPKd..Ca1,0ns. 0esige ane 0100.0 Otua suoiecl 10 chame .0,00 4010. XX Or A) `r 1 Glazed Inswing Unit r 8'0" F"IBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood Composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: ol TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 X a aaf 5 State of Florida, Professional Engineer Kurt Baithazor, P.E. — License Number 56533 Oak_., raft AR_ Imo- e.<I•n••Ir r.eT 1'IOLKULA.l\ INI MI I)1III N. Na l••wN iOMrY4 I-,D• o.u q o••.I April29,2002 Masonite International CorporationOwContinuingoforvino1Modvaun0rovlmt0tmMetlWilKMg113. 0C3ign AM inoeu[I oeUil 60R010 Clyne. "N11oul n010 e ti /e IXOorOX Glazed Inswing Unit 810" 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 1 Sidelite Maximum unit size - 6'0- x8'0- Design Pressure 40.0/-40.0 Umhed 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 buliding design and geographic location Is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: Dm as an 822 Series 1/2 GLASS: uxr ao 404 Series 108 Series C)ak raft AR EK- 1 . a , I v• t u. J 11111 N( 1.n\'\ I:V 1N\' nlltlNl N.n•A.Yn re..e.N troll r»— y '. Apot29, 2002 Masonite International Corporation Out co"It"woe oloelam el Moouq vno•ovenlMl mikes SM-11OWS. desten ind NOW oelvn WUjfel Id chpge wAh" W0 XO or OX Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 1. 810 Seri" 3W Somas APPROVED SIDELITE STYLES: r 450 Serlas 852 series 810 Series 300 Serks 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. -- License Number 56533 C.lar aft - AR1EW 1,1..1,1,•T 1'IU6'MIiIAS\ LI+IMY 1)t)t)"i Na.A.rMF4 e—Dwl• QE.. O.,un, o••n Apd129,2002 Masonite International Corporation OutC"11m,40 goptem o1 etoo-t enC"ovemMl makessvK,bcet On%. Moen one MOW Oel3d SAW 10 COenpe wmnOut n014e. Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: 4 V 0 0 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum untl size . 9'0' x $'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic, location is determined by ASCE ?-national. state orWell building Codes specify the edition acquired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao 404 Series a 109 Series yakw.. AR kEEK__ . r.atv.l.Hr I,e- VIUr KOLASS LN'1'MY DOORS Foy.., t—a=, REM Q • Aprd29,2002 wOu• . oM\•I Masonite international Corporation gtsCoffiftMo0;"IIel Or D/000 M.IDIOWMIMI "t% SDN I"IDMS. 0019n UM WOO delail %. Meal to CNOoe wA W W.Ce. OXO ,• 1t ,e t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: t; t 810 serb3 300 series APPROVED SIDELITE STYLES: e60 series 8S2 series 810 Serial 300 Serks CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" 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: TESTEOIN 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/ aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ak raft ARkEK " I.clu,+e.,C 1r.T HUURCIIASS UNTRY DOORS NenTeeawN flMr1Y"In", 0— April 29. 2002 Masonite International Corporation OW C_Mlrine 0100 Ml Of p040 IlnprOvemMt 1MMS SDICiICAllgnS. 01S1en MO MOW OeDA SYO!"t to COanot Whoo MIK/. oxxo Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT' r fu ii n,7. S.y'Ai O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites Mlardmum unit size -12'0- x 8'0" Design Pressure 40.0/-40.0 Limited water unless Special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a sped8c building design and geographic location Is determined by ASCE 7-rational, 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: 0333 00 00 822 Series 1/2 GLASS: 0 108 Series ak raft ARkEWWI.".I.rl-IA ieef ulsa ealufHNr lwa i'IOLK6LASS tiNTRY Uuu"1 Harm.. dO'b".. eevt 0— n Ov Il D--rl April 28, 2002 I..nu ow Contemrne proeam at produn Imoro+emeM makes SWdiCetions. design end erddud M a son I t e International Corporation drIan sunned to ceenae wdholn MCI," OXXOCOP-WL-MA0150-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: v;t a10 series 300 seree APPROVED SIDELITE STYLES: a 450 series 852 series $10 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 cite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADS 13CC0 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). 0—; &—X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft ARTEK" em 1' llll NtilA\%lf+l'N1'1)rll)"ti r.bnh-e.neMntY"Fer, teen / /t7 a e rA VN ,.I w. i. Aprd29. 2002 Masonite international Corporation 0W Coofpwmp propnm of pooetf nprovtmenf makes iwaicaws, desipn too pmdW 0134 wpfetr 10 Cna"oe WOW nof¢e xx Glazed Outswing Unit FIBERGLASS DOOR APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size • 6,0* X We" Design Pressure 55.0/-55.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requhnsenta for a spedlk building design and geographic location Is determined by ASCE 7-national, date or local building codes speciy, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 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: qfm dos n0 00 00 00 00 0 00 100 Series 133.135 Series 136 Series 322 Series 1/2 GLASS: 00 00 00 00 00 00 105 Sarin 106,160 Series' 129 Series' 12 RA., 23 RA., 2e R/L 107 Series' 108 Serbs 30e Series Series' This glass kil may also be used in the following door style: Eyebrow 5-panel withscroll P a. ff AR EK" n ..1—...1 r 111 lENl:IA\5 LN'INs' Ut1UN\ Na.T.ur.pfMryYU Gw. Doer. ()()r,, April 29. 2002 o..ul. o..n M a so n it e International Corporation Out tonluly,np poereln of ploeun m01ovemeM mikes 30ttA431i0ds. design end 0100uol oeWi suuletl to C440 wolloul notKe XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: r. S 00 130 e04 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805*2 COP-L-MA0162-02 FIBERGLASS DOORS FULL GLASS: K-N ,,.70 41 . 109 Series 11e, 120,122 152 Series 149 Series 300 Series Series 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 3W2" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold, PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 OakesN' I ,I..-• Ylula• o ARTEK'- oT 1'IYIf NI LA\\ LN fN\' UU/INi rosw A.ent Nemn Dosn April 29,2002 Masonite International Corporation ow for .w o ro". at otoeun .nWw mem Ian soecM"Wft. ersle^ +ne o.oauct etUd wgttl to CWgt "4110.1 4010 M 1` tt'e t Glazed Outswing Unit , 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0' x 8'0' Design Pressure 47.0/-47.0 Unified water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a speNBc building design and geographic location Is deternifned by ASCE 7-national. state orlocal 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: 1/2 GLASS: n 00 404 Series oa as 22 Series 108'Series 0 0 air raft AR EK'" hCl.,rva) beM r',tlY MOC,A%t UNiN\' Dooa3 N.n•F.w.. /N.ry.w enr70sn pp //1ry Aprd 29. 2002 o...a V.." M a so n l t e International C o r o r a t i o nOWCOMMU" W OW#M 01 ppeyn nip WCmeM MAO SMOKAIgm, 005.9n ane ploduCt p 0443d subxKt IQ Ch"t wAh" nWKC a f MTeko MiTek Industries Inc. 0 June 26, 2003 14515 Nod Outer Folly Drive, Suite 300 Chesterfield, i10 63017 USA The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I5008171 thru I5008189. Total: 19 drawings. Job :DR1732D QA T Builder D.R. HORTON Location :BAKERS CROSSING?- County : SEM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 19 Truss drawing. 2) Truss Index. June 26, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses Included=19 0,"\DR1732D\atre" 15008171 1,"\DR1732D\a11.tre" 15008172 2,"\DR1732D\a13.tre" 15008173 3,"\DR17328\a15.tre" 15008174 4;"\DR1732D\a17.tre" 15008175 5,"\DR1732D\a19Are" 15008176 6,"\DR1732D\a7.tre" 15008177 7,"\DR1732D\a9.tre" 15008178 8,"\DR1732D\agl.tre" 15008179 9,"\DR1732D\ag2.tre" 15008180 10,"\DR1732D\b.tre" 15008181 11,"\DR1732D\bgab.tre" 15008182 12,"\DR1732D\cg.tre" 15008183 13,"\DR1732D\ Are" 1 5008184 14,"\DR1732D\k.tre" 15008185 15,"\DR1732D\I.tre" 15008186 16,"\DR1732D\m.tre" 15008187 17,"\DR1732D\s.tre" 15008188 0,"\DR1732D\a2.tre" 15008189 ti t No. 45161 b, t s A 71 fior-f64 ITAL June 9, AwARRAWo - ver{& deetyn paraametere and RaAD Noras oN TarsAmD RavaRs6 ame sworn use. ,••• Design valid for use only with MQek connectots. This design is based only upon parameters shown, and Is for an Individual building component to be instated and loaded vertically. Applaabllty of design parameters andproper Incorpaatlon of component is respom blWy of building designer - not truss designer. Itracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabllty during construction is the responslbllty of the erector. Addiional permanent bracng of In* overall structure is the retponsbilty of In* building designer. For general guidance regatdkng fabrication, quality control. storage, delvery, wecllon and bracing, consull OST•65 Quality Standard, DSO-89 Ilrocing Specification, and Hlt-91 MiT@k® HandlingIndalllnaandtracingRecommendationavailablehornTrussPlateInslNute• 583 D'OnDrive, ofrlo Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a"' For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE O ir 0 x 0 a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FORMOt 8,019 a`a w'-"",R ID HMR0-AIR 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof of floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a profess!Qnal engineer. , 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 1500$171 DR1732D A ROOF TRUSS 13 1 Job Reference l0 tional) s e r e n llstrras, ne. on un age 7.0.5 13-6.3 20-0.0 265-13 1 32-11-11 40-0-0 411-0-p 1-0-0 it 7-05 65-13 6-5-13 65.13 65.13 7-0-5 1-0-0 Scale = 1:75.6 54 = 5 6.00 12 3x4 3x4 4 6 5x8 i 5x6 3 7 21 8 9 yaId 3x6 = 14 13 12 11 10 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 10-3-4 20-0-0 29.8-12 40.0-01 103.4 9-8.12 9-8-12 10.3-4 i Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/def) PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.21 12 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 12-14 >890 SCLL 0.0 Rep Stress Incr YES WB 0.95 Horz TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-11-7 oc purlins. BOT CHORD 2 X 4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 =1952/0-8-0, 8 =1952/0-8-0 Max Horz 2=-229(load case 5) Max Uplift2 =-801(load case 4), 8 =-801(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2881, 4-5=-2025, 5-6=-2025, 6-7=-2881, 7-8=-3208, 8-9=17 BOT CHORD 2-14=2833, 13-14=2353, 12-13=2353, 11-12=2353, 10-11 =2353, 8-10=2833 WEBS 3-14=-374, 4-14-520, 4.12=-786, 5-12=1331, 6-12=-786, 6-10=520, 7-10=-374 NOTES ' 1) Unbalanced roof live loads have been considered for this design. 21 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 othersV of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 8. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 le MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AwAnmwo - verve desgn panursetery arid RsaD rrorss ON rnm arm Ravxnm am Bx"Rx Tess. ••, ® Desgn valid for use only with MRek connectors. This design Is based only upon parameters shown. and Y for an Individual building component to be Installed and loathed vedicaly. Applcabrly, of design parameters and proper Incorporation of component t responsibility o/ building designer - not truce designer. Bracing shown Is far lateral support of Individual web members only. Addlfonal temporary bracing to Insure stability during construction Is the msponslb lty of the ewctot. Addilkxol permanent brareIng of the overol kstructure the responsibility of the bul ling designer. For general guidance regarding fabrication, quality control, storage. dslvery, erection and brookKi, l r U46 Quality Standard. DSII-ter bracing Ipeciticalan, and HIS-91 ltaMiTek® nd*m Wolf m and Bmeft Recosrrnmov att m available hom True Plots Insulate, 5a9 O'Onokb Drove. Modb*m WI63719. 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 X plates 1/8' from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tobtillar plating format refer to the MITek/Gang-Nall Joint/Plate Placemerd Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 86-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 r4 FORM016.019 WISC/DILHR 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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, N no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professignai 1 engineer. MiTek 15. Care should be exercised in handling, erection and Installation of trusses. PANEL cupTM© 1993 Mitek Holdings, Inc. HYMMAWO IJob ty y 15008172 DR1732D All ROOF TRUSS 1 1 Job Reference (o tionaq sFebr e Industries, nc. on un age 1,:" 544 1 11-0-0 17. W 23-0.0 29-0-0 + 34-2-12 40.0-0 jl:gQ 1. 0.0 5441 5-2-12 fro 0 6-0-0 6.0.0 5-2-12 5-94 1-0-0 Scale = 1:70.3 Us = 5x6 _ 5x6 = 3x4 = 4 5 6 7 6. 00 12 2x4 20 3 8 2 9 1 toi 03x8 = 15 14 13 12 11 3x8 3x8 = 3x6 = 3x4 = 3x8 = 3x8 = i. 11-04 20-0-0 29-0-0 _ 40.40 iI11- 0.0 9-0-0 9-0-0 11.0.0 Plate Offsets : - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (hoc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.26 13 > 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.52 11-13 >908 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-13 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 WEBS 1 Row at midpt 5-15, 6-11 REACTIONS ( lb/size) 2=1952/0-8-0, 9 =1952/0-8-0 Max Horz 2=-137(load case 5) Max Uplift2 = -706(load case 4), 9=-706(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3--3258, 3-4=-2891, 4-5=-2607, 5.6=-3212, 6-7=-2607, 7-8=-2891, 8-9=-3258, 9-10=17 BOT CHORD 2-15=2868, 14-15=3165, 13-14=3165, 12-13=3165, 11-12=3165, 9-11 =2868 WEBS 3-15=-319, 4-15=871, 5-15=-768, 5-13=101, 6-13=101, 6-11 =-768, 7-11 =871, 8-11 =-319 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 706 lb uplift at joint 2 and 706 lb uplift at joint 9. LOAD CASE(5) Standard Junaidie Budiman, FL Lic #45 IE MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 4& wARMNO - var{ fjt design parunwitem and RSM N4768 ON TN78 AND RBVERW SIDE BXFOM VSX- aaerrare® Design valid for use only with MRek oonnectors. This design Is bawd only upon parameters shown, and is for an Individual building component to be installed and boded ve,"lcoly. Applicability of design parometers and proper Inmporatbn of component h respaubwty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary txockV to Insure stability during construction is the responsblilly of Ins erectot. Addpbnal permanent brbeIng of the overall structure k the respon"y of the building designer. For general quittance, regarding Tobrbatiom quality control, statage, delivery, erection and broeft consul! CST-86 Quality Standard. DSS-!V Gracing SpeeMlaoltom and HIS•91 MiTek® HandlingInstallingandtracingItecommerndalbnavalablefromTrussPlateInsfllute. 593 O'Onotrb Drive. Madison. Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of a truss and vertical web. 00 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang•Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N mi! MiTek" 1fMR0%WR0 PANEL TM CLtP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professlpnal engineer. , 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I rus5 truss type nty D R-HORTON 15008173 DR1732D A13 ROOF TRUSS 1 JPFy1 Job Reference (o tionaq s e i e n ustnes, nc. on un age 1.1 -g 644 i 13-0.0 1 20-0.0 1 27-M 33-2-12 40-0.0 41 0 0 1-0.0 a e-4 6-2-12 7-0.0 7.0-0 6-2-12 6-9-4 Scale = 1:70.3 5x6 = 2x4 11 5x8 = 4 5 6 6,00 12 2x4 \\ 2x4 /i 3 7 r? 0 2 8 9 Ia 3x8 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-34 20.0-0 29.8-12 40-0-0 10-3.4 9-8-12 941-12 10-3.4 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.22 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.54 12.14 >880 BOLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 tst LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1952/0-8-0, 8 =1952/0-8-0 Max Horz 2=-157(load case 5) Max Uplift2--732fload case 41, 8=-732(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=17, 2.3=-3225, 3-4=-2887, 4-5=-2773, 5-6=-2773, 6-7=-2887, 7-8=-3225, 8-9=17 BOT CHORD 2-14=2847, 13-14=2396, 12-13=2396, 11-12=2396, 10-11 =2396, 8-10=2847 WEBS 3-14=-363, 4.14=481, 4-12=517, 5-12=-511, 6-12=517, 6-10=481, 7.10=-363 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 = 5.0psf, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainageto prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 lb uplift at joint 8. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Q WARmm - VerVy d*sWn pwunwtmt and RCAD NOTES ON Tam AND REt7ERw t1it n BEFORa U86. *r* Design vatd for use only with MRek connectors. This design is bated only upon parameters shown, and is for an Individual building component to be Instated and loaded vertically. Applaablty of design parameters and proper kxxxporatlon of component is teq,.) lily of butdklg designer - not truss designer. $racing shown is sot lateral support of Individual web members only. Addtlonal temporary bracing to Insure stability during condiuctlon is the responsWtlty of the erector. Addtlonal permanent bibcing of the overall structure is the iesponNbllly of the building designer. For general gukJance regarding fabrication, quality co shot storage, delivery, erection and bracing, consult OST-$$ Oualty Standard, DSS-$9 trackg SpecMlcatlom and 1111491 MiTek® Hand$ng NenaInstaftmand11mckcammendahan available from Truss Place Institute. 593 D'Onoklo Dttve, Madison. WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Garw-Nab Joint/Plate Placement Chart. PLATE SIZE O rr O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 oeo" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA FORM 18,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 0 GAn=-ftAJL QP MiTek° TM PANEL CUP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, sue 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 professignal engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 MiTek Holdings, Inc. Job russ Truss Type ty y 15008174 DR1732D A15 ROOF TRUSS 1 1 Job Reference (o tional) s e t e n ustries, nc. on Jun age i10-Q 7-9-4 15.0.0 20-0-0 25-041 I 32-2-12 40.0.0 11-0 0 1-041 * 7-94 7-2-12 5-0-0 5.0.0 7-2.12 7.9-4 1.0.0 Scale = 1:70.4 5x6 = 6.00 12 30 = 5x6 = 4 5 6 5xe Us 3 7 2 1 8 9 yd Iy 3x6 — 13 12 11 10 Us — 2x4 11 5x8 = 5x8 = 2x4 11 7.94 15-0.0 25.0.0 32-2-12 40-0-0 7.9.4 7-2-12 10.0-0 7-2-12 7-9.4 Plate Offsets ` .' : - : , - LOADING (ppsf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.20 12 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.56 11.12 >845 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 210lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2`X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 7-11 REACTIONS (lb/size) 2=1952/0.8-0, 8=1952/0-8-0 Max Horz 2=-178(load case 5) Max Uplift2 = -755(load case 4), 8=-755(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3-3208, 3-4=-2520, 4-5=-2253, 5-6=-2253, 6-7=-2520, 7-8=-3208, 8-9=17 BOT CHORD 2-13=2838, 12-13=2835, 11-12=2373, 10-11 =2835, 8-10=2838 WEBS > 3-13=147, 3-12=-665, 4.12=676, 5-12=-217, 5-11 =-217, 6-11 =676, 7-11 =-665, 7-10=147 NOTES 11 Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.$3 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 755 lb uplift at joint 2 and 755 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 t MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 4&WARMNG - Verft dosign paramiaers and REM Nd7'SS ON THIS AND REVXJ= SIDE BZIFORE MO. Design valid for use only with Mifek connectors. This design is based only upon potameten dawn, and is to an tndivldual buldkng component to be Installed and boded vertically. Applicability of design parameters and props Mawpwatbn of component is resppora b*ty of buSdkng designs • not qua designet. 8racing shown is 1w btsatsupport of Individual web membets only. Additional tempoary brocing to insuie stability, during eonsituetbn is the iesponsbOy of the snow. Additional permanent Wbckng of the ovsa8 stiuch»e is fit respon"y of the bulding designs. Fo general guidance regarding fabrication, Quality control, storage, dellvai erection and bracing, consull CST-ee Quality Standard, DSS-W baeft SpeoMoaft% and ND•91 MiTek® Mandlkna Instal na and Sraclino NecomnlsMdafba available Trussuss Platensikute, I883 D'Onobb Drhre, Modem WI53719. Symbols PLATE LOCATION AND ORIENTATION t'Is * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular piatIng format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4000 continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. a cc O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 MTk® PANEL TM cUP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead toad 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 curds must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mtek Holdings, Inc. FORM018,019 o russ russ ype ty y 15008175 DR1732D A17 ROOF TRUSS 1 1 kob Reference (o tionaq sFebi n ustnes, nc. on jun age 11-0.9 6.0.5 1153 17-0.0 23.0-0 28513 1 33.11.11 1 40.0-0 41-0-0 1.0-0 6-06 5.5-13 5.5.13 6-0-0 6-5-13 5.5-13 6-0S 1." Scale - 1:70.3 5x6 = 5x8 = 8 6.00 72 5 3x4 9 3x4 4 7 5x6 5x6 3 8 ab 2 9 t 101? o 3x8 = 16 15 14 13 12 11 3x8 = 30 = 3x6 = 30 = 30 = 3x8 = 3x6 e-94 17.0.0 23.0.0 31-2-12 40.0-0 i l 8-9.4 8-2-12 6-0-0 8-2-12 8-94 Plate Offsets LOADING ipsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.20 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.41 11.13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.8-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( lb/size) 2=1952/0-8-0, 9-1952/0-8-0 Max Horz 2=1980oad case 4) Max Uplift2 = -775(load case 4), 9=-775(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3292, 3-4=-3025, 4-5=-2314, 5-6=-2078, 6.7=-231,4, 7-8=-3025, 8-9=-3292, 9-10=17 BOT CHORD 2-16=2901, 15-16=2526, 14-15=2526, 13-14=2078, 12-13=2526, 11-12=2526, 9-11 =2901 WEBS 3-16=-287, 4-16=419, 4-14=-657, 5-14=612, 6-14=-0, 6-13=612, 7-13=-657, 7-11 =419, 8-11 =-287 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•Foccupancy 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 775 lb uplift at joint 2 and 775 lb uplift at joint 9. LOAD CASE( S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 WARiI M - VerW &s%n paramstere and A&W N=S O]vTRW MM REVERSE MX 118" E TISE. rwwer r Design vaW fo# toe any wMh tsNfek oonnectom 40 de Igrt Is bawd w* upon paamelen sttawm a W Is fa an hdW%wA buldit oomponent to be ftk*rd and', , ' , vw0lock. AppIlcaRlNy of d! 0, paameten and pops Incapor dbn of component N tesporolb My of buMdMg doOgr r - not halo destpnet. etoc m shown It for blest Nippon of Individual web members 9*. AddMwxg bmpaay btocing to truce dabEV du*V oondnielbn It Ow tesponsbOy of the moot*. AddMI, 1 permanent btbctrtg of the overall NrUckne Is me tewpondt111y of the bkOdrq designer. rot penaa guldarme reWdIng tabrlcatbn, WXWV canW Uolape, dok", wectbn =W bracttg, cor" QW-08 fivaty f lww . OSW9Moahm speellloalbr4 and NS-91 Narrrlrn0 tlab010m and ll , ' tp Me a arnrsrendatlonavaMablehom Trua Pbte tW Wte, 669D'Onotbew Dr, kiodbmW153719. MiTek Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal rotor to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORMOI $,019 0 Q O U a 0 Numbering System J2 J3 TOP CHORDS General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property J4 owner and all other interested parties.. BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 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 G El MiTeks 0 NYDRD,I!/R 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLtP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or food transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 01993 Mitek Holdings, Inc. Job I russ Truss Type ty y 15008176 DR1732D A19 ROOF TRUSS 1 1 Job Reference to tional) s e I e n ustnes, nc. onJun age r:2:9 "-5 12-10-3 19-0-0 27.1-13 33-3.11 40.0.0 g1oDI 21.0.0 H 1-0-0 6.85 6-1-13 6-1-13 2.0-0 6.1-13 6-1.13 6-8-5 1.0.0 Scale = 1:78.7 5x6 = 5x6 6.00 12 5 8 3x4 i 3x4 4 7 5x6 i 5x6 3 a d 2 9 1 10 Io 3x8 = 16 15 14 13 12 11 3x8 -_ 3x4 = 3x8 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-4 19.0.0 30-2.12 40-0-021-0.0 9.9-4 9.2.12 2-" 9.2-12 9-9.4 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.29 11-13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.50 11-13 >950 BCLL 0.0 Rep Stress Incr YES WB 0.49 HOrz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 216 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.8-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 =1952/0-8-0, 9 =1952/0-8-0 Max Horz 2 = -218(load case 5) Max Uplift 2 = -794(load case 4), 9=-794(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1.2=35, 2-3=-3433, 3-4=-3113, 4-5=-2244, 5-6=-1921, 6-7=-2244, 7-8=-3113, 8-9=-3433, 9-10=35 BOT CHORD 2-16=2946, 15-16=2459, 14-15=2459, 13-14=1921, 12.13=2459, 11-12=2459, 9-11 =2946 WEBS 3-16=-373, 4-16=539, 4-14=-787, 5-14=667, 6-13=667, 7-13=-787, 7-11 =539, 8-11 =-373 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; , partially;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 794 lb uplift at joint 2 and 794 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic W 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cart.06634 AWARMNO - Verft dwign Paramrtem and R&W NOTXX ON TRW AND 116VER86 MW BAPOM U108. wws * Design void lor use only wilh Mlek corinectors. This design Is bawd only upon pOrametea shown, and Is for on Individual buNdIng component to be Instolled and loaded vedbaly. Appk;obWy of design porameten and propel IncarpoK01on of component Is respoMWly, of building dedgrier • not hug designet. Orating shown Is Rx btetal support of Inr04dual web members only. Additional temporary bracing to Inswe stablfly, dubla construction Is the respondbOy of " erector. Additional permanent brbaing of the ovewl structure Is the sesponsblly of the building designer. Far general guidance regarding tabrlootfan, grapy conhot storage, deflvery, erection and tmocYq, consWl OOT-0 Quality Mandorid. 0I11-09 MocYq Irpeclticallom and HIN•91 MiTek® Handling Instalikv and bachm Oecomrrteerdollon available hN hornTrussPlateInNNvfe, 593 D'Onohio DrNo. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13b *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All For4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-NallJoIW/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slats. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS 0 0 U a 0 BOTTOM CHORDS Ji 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 HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MiTek® TM PANEL CCUP HVURO,A/RO 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. 1 Job Truss russ ype ty DR1732D A7 ROOF TRUSS 1 2 15008177 Job Reference (o liana" s Feb 6 2003 Mi'-ekIndustries, Inc. on Jun age 1T 3-" 7-0-0 13.6-14 20.0.0 26-5.2 33-0-0 36-2-12 40-M 41-0-0 1-0-0 3.9.4 ` 3-2-12 6.6-14 6-5-2 6-5.2 6-6-14 3.2-12 3-94 1-0-0 Scale = 1:70.3 5X8 = Us = 8 = 7x8 = 4x8 = 6.00 12 4 5 6 7 8 20 2x4 i 3 9 d 5 2 10 tti 1 g 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = Us = 3x4 = 74W 13-6-14 20-0-0 _ 26-5.2 33.0.0 40.0-01i { 7.0-0 6-6-14 6S2 6-5.2 6-6-14 7-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.49 14 >958 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TU -0.68 14-15 >691 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.20 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 444 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 5-1-10 oc purlins. 4-6 2 X 6SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. SOTCHORD2X4SYPNo.2D *Except* 13- 15 2 X 4 SYP No. 1 D WEBS 2 X 4 SYP No.2D REACTIONS ( lb/size) 2=3876/0-8-0, 10=3876/0-8-0 Max Horz 2=-95(load case 5) Max Uplift2=-1941(load case 3), 10=-1941(load case 2) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7309, 3-4=-7330, 4-5=-10269, 5-6=-11434, 6-7=-11434, 7-8=-10269, 8-9=-7330, 9-10=-7309, 10-11=17 BOT CHORD 2- 16-6370, 15-16=6610, 14-15=10269, 13-14=10269, 12-13=6610, 10-12=6370 WEBS 3-16=238, 4-16=696, 4-15=4146, 5-15=-1683, 5-14=1324, 6-14=-991, 7-14=1324, 7-13=-1683, 8-13=4146, 8-12=696, 9- 12=238 NOTES 1) 2-ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9.0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 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; panially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4)- Provide adequate drainage e to prevent water ponding. 5) Providemechanicalconnection (byothers) of truss to bearing plate capable of withstanding 1941 lb uplift at joint 2 and 1941 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 CASEIS) 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 (lb) Junaidie Budiman, FL Lic # 45 E Vert: 16=-603.2 12=-603.2 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 WARMNG - verVy dsreiyn parameters and RXAD N0138 ON T11178 AND AR VERM SM BZr0RN use. ter... Design validfor use only with h6Pek connectors. This design is based only upon parameters shown, and is for on Indk4dual building component to be Installed and loaded vedloaoy, Applicability of design parameters and proper Incorporation of component k nespomDMly of buldIng designer, - not truss designer. Bracing shown It for lateral support of IndNkJual web members only. Additional temporary brocirg to Irsrae stability during construction is the espon"y of the eeCtat. Additional permanent brbclig of the overall shuetue is the responeDOy of the building designer. For general guidance regardkg fabrication. quality conlrol. storage, delivery, erection and broch% consul OST•40 Quality Btandard, D98-W Brachg tpeollcallon and NON-91 M iTek Handling trMnp alland Stooling leeeommenndallon avolM Plate, obhorn Trussate Institute, 583 D'Onohio Drive, Modkon, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply platen to both sides of truss and securely seat. L L r:: For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Mlrek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS 0 Cr x U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4011' ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur, e MiTeke Tµ PANEL CLIP FORM018,019 wc-nw, C . MYMM-AIR 0 AGeneral Safety Motes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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, 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 stacks of construction materials. 14. Do not cut or after truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses, 0 1993 Mitek Holdings, Inc. JOD russ russ yT pe - - Oty Ply D R HORTON 15008178 DR1732D A9 ROOF TRUSS 1 1 Job Reference to tional) s e I e n ustnes, h( on un age r' 4.94 9-0-0 14-6-0 20-04) } 25.6.0 31.0.0 35-2-12 40-0.0 !1-0p 1.0-0 4." 4-2-12 5.8-0 5.8-0 5-6-0 5-6-0 4-2-12 4.9-4 1-0-0 Scale = 1:7o 3 5x6 = 5x6 = 3x4 = 5x6 = 3x4 = 00 12 4 5 6 7 8 2x4 2x4 3 cnZd a 2 10 ttlg 3x8 = 17 16 15 14 13 12 3x8 3x8 = 3x6 = 30 = 34 3x4 = 3x6 = 9-0.0 16-4-0 23-8-0 31-0-0 40.04) 9-0-0 7-4-0 7-4-0 7-0-0 9.0.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) -0.32 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.18 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0.7 oc bracing. WEDS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2=1952/0-8-0, 10 =1952/0-8-0 Max Horz 2=-I 16(load case 5) Max Uplift2=-689(load case 31, 10=-689(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3335, 3-4=-3068, 4.5=-2774, 5-6=-3797, 6-7=-3797, 7-8=-2774, 8-9=-3068, 9-10--3335, 10.11 =17 BOT CHORD 2-17=2925, 16.17=3657, 15-16=3657, 14-15=3961, 13-14=3657, 12-13=3657, 10-12=2925 WEBS 3.17=-206, 4-17=1006, 5-17=-1160, 5-15=376, 6-15=-261, 6-14=-261, 7-14=376, 7.12=-1160, 8-12=1006, 9-12=-206 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 lb uplift at joint 2 and 689 lb uplift at joint 10. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Awewvwxa - verm deetyn parametsre and;RxAD Noras oN s AND itsvicRax seta aaroxa VW. •,•••® Design valid for use any with MRek oonneolors. This design Is bused only upon parameters shown, and is for an Individual buldhy oomponent to be Installed and boded verllcolly. ApploobWy of design pararameters and proper hcorporatWn of component is terpombrty of bukihq designer - not huss designer. Brrsolnp shown is far btaal support of Individual web members only. AddRbnol temporary broclp to Insure stability during construction is the responsbOy of the creator. Additional permonent tAx" of tiro overclt structure b the responsDAMy of the building designer. For generol gukfance tegordkng babUoatlon, quality oonhoL dorafie. delvery, ste do n and brocing, comb OST416 Quality Hansard, DSI.89 Sroohp Spealbtsllon, and MIS-91 MiTek® HandW Handlinglmftmand Stacllp RecommerWdlb on avolablehomTrussPlatshdpute, 583 D'OnobWoe, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE Sty The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS a Q WEBS J5 O- o a O U a u c+ BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e EL MiTeke PANEL TM CUP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professipnai engineer, , 15. Care should be exercised in handling, erection and installation of trusses. 1M Mitek Holdings, Inc. FORM018,019 Job I russ russ Type ty y 15008179 DR1732D AG1 ROOF TRUSS 1 1 Job Reference to tional) s e i e Industries, no. on un age 11:2 1 7-1-5 I 13-6.0 F 20-0-0 121.8.01 27-6-13 I 33-5-11 40-" 1-0-0 *7-" 6.4-11 6.6-0 1-6.0 5.11-13 5.11-13 6.6-5 1.0.0 Scale = 1:71.6 5x12 II 5 4x6 6.00 12 6 4x6 i 3x44 7 5x6 II 5x6 I I 3 8 Sx12 = 16 7xH 6x8 = e 2 h1 9 101 5x10 = 3x6 18 14 13 12 11 d Us US 2.50 12 6-11-0 13-6-0 19-" 2"-0 27-5-13 33.5.11 I _ 40.0-0 6.11-0 6-7.0 5.6-0 2-6-0 5-11-13 5.11-13 6-6.5 Plate Offsets B , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) 0.12 2-20 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.18 2-20 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.03 16 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYPNo.2D TOP CHORD Sheathed or 5-3-4 oc puriins. BOT CHORD 2 X 4 SYP No.20 'Except' BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. 15-17 2 X 6rSYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 686/0-8-0, 16 = 2444/0-4-0, 9 = 817/0-8-0 Max Horz 2=228(load case 4) Max Uplift2 = -3451load case 4, 16=-848(load case 4), 9=-533(load case 5) Max Grav 2=721(load case 6), 16-2444(load case 1), 9=9560oad case 7) FORCES 0b) - First Load Case Only TOP CHORD 1-2-30, 2-3=-1130, 3.4=256, 4-5=1365, 5-6=1019, 6-7=684, 7-8=-440, 8-9=-1082, 9-10=34 BOT CHORD 2-20-932, 19-20=823, 18-19-21, 17-18=41, 4-17=367, 16-17=-128, 15-16=-568, 13-15=103, 6- 15=461, 13-14=0, 12-13=4, 41-12=862, 9-11 =865 WEBS 3-19=-211, 17.19=1058, 3-17=-1069, 4-16=-1067, 5-16=-1383, 6-16=-581, 12-15=393, 7-15=-853, 7- 12=173, 8-12=-642, 8-11 =151 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 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 345 lb uplift at joint 2, 848 lb uplift at joint 16 and 533 lb uplift at joint 9. LOAD CASEISI Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WAiliJViflNO - verW dorilignparcumbirre wW A&W NOMS Ox T WS AND RBVZPJW Sma BZPO a UM. **e. 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 vertically. AppltaabWy of design parameters and pioW Incorporation of component is iesponsbMly, of building designer - not truss designer. Bracing shown is fa lateral supportof Individual web members only. Additional temporary bracing to Inswe dabMBy during consiiuctbn is the iesponslblMy of the erector. Additional permanent bdsclrp th oftheoverall structure is the tesponslblilly of the buldkrg designer. For general guidance recording fabrication. Quality constorage, deSvefy, ereetlon and bracing, consult CST-66 control, storaQualityStandard, DSS /racing SpecMcatbn, and NIB-01 MiTek® Handling irataWBw nilandekqRecammesdallonavailablefromTruesPlateInstitute, 583 D'Onohb Drive, Modlson, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. Lrj For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular pk:ting format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slats. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 04 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. 0 Q 0 U a 0 Cumbering 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. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N W! 0 MTek® AGeneral Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. 4. Unless otherwise noted, locate chord splices 0 at 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, sue and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, T" erection and installation of trusses. PANEL O 1993 Mitek Holdings, Inc. PM FORM18,019 Job russ Truss Type ty y 15008180 DR1732D AG2 ROOF TRUSS 1 1 Job Reference (o tional) s e i e n stnes, nc. onuJul age 8. 11-01 t3.8-0 114-tt-0 20.6-0 2 1.8.01 1-1-0-0 1- 0-0 6-11-0 6.7-0 15-0 5-7-0 4x8 11 Scale = 1:50.5 20 11 e. 00 t2 2x4 11 5 2x4 II 4 2x4 11 5x6 G 6 I$ 3 502 = 2x4 11 3x4 4x12 II II 2x4 II II t4 II2x4 II 2x4 II FS 0 2 5 d12x4 II 3M r 9 2. 50 12 20 11 2x4 11 6- 11-0135.4 13*9 19-2-0 120_6.0 r-- 6. 11-0 6-" 0-0-12 5-8-0 1-4-01 Plate Offsets MY):, - - ,. : - -4 , - - , : - - , - - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.05 10 >999 MII20 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.04 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Weft = 360 Weight: 137 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. 6- 8 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 8 SYP No.2ND REACTIONS ( lb/size) 2 = 689/0-8.0, 9 =101 1 /0-8-0, 6 = 372/0-8-0 Max Horz 2 = 369(load case 4) Max Uplift2=-278(load case 4), 9=-482(load case 4), 6=-214(load case 5) Max Grav 2 = 689(load case 1), 9=1011(load case 1 L 6 = 396(load case 7) FORCES( Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-933, 3-4=214, 4-5=214, 5-6=-14, 6-7=20 BOT CHORD 2-10=838, 9-10=0, 8-9=-946, 4-8=-293, 6-8=13 WEBS 3-10=-158, 8-10=945, 3-8=-1040, 5-8=-397 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) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 9 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 278 lb uplift at joint 2, 482 lb uplift at joint 9 and 214 lb uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 I MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A, WA M NG - ver M Msipn parameters and READ Maras ON TMSAWD Ravarrsll; SWS 9at OJW VW. •••• ® Design void br use onry with MITek ocnnealors. Thk desgn k based only upon paameten shown, and Is for an Individual building component to be Installed and boded vertically, Applicability of deftgn parametess and proper IncaporaWn of component Is responsbYty of bulldkp 00610net - not truss deslgnev Wooing shown It tot loterat support of Individual web members only. Additional temporary bracing to Insure stablMy duFhg condiuctbn k the responsbRly of the etectot. Additional permanent tx'aig of the ovetal k diuclurethe mi;ponslbMly of the bulding deslgnen. For general guidance tegaiding fobrbalbn. quality conha ol, storage. delvery, erection and bnocft canns OST•68 Quality Slandotd. D8111-89 Irookg Speaftallon, and HIS-91 MiTek® Handing ItdaltmandInaokpRecommendationavalIbableomTrussPlateInstitute, 583 D'OnohDrive, Modkon, W163719. Symbols PLATE LOCATION AND ORIENTATION 13% * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 vplates1/8" from outside edge of otrussandverticalweb. I. - This symbol indicates the required direction of slots in connector plates. For tabular plating format rater to the MITek/Gang-Nall Joint/Plats 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 Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek" 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 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. Comber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. FORM018,019 a I s o Truss russ ype ty y DR HORTON 15008181 DR1732D B ROOF TRUSS 1 1 Job Reference (o tionap sFebt o Industries, nc. on un age 5-2-12 10-4-0 15.54 21-1-0 22-1-0 5.2.12 5-1-4 5.1-4 5-7-12 1.0-0 Scale = 1:39.0 06 = 3 6.00 52 2x4 \\ 20 2 4 1 5 6 Igc 3x8 11 3x4 = 8 7 3x4 = 3x4 = 5x6 = i 6.11-3 13-8-13 _ _ 21-1-0I 6.11-3 6-9-11 7-4-3 Plate Offsets g e, 0 -0- 141, 11:0- 2-12, Edge], LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL), -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 97 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 1=972/0-1-8,5=1076/0-8-0 Max Horz1=-144(load case 5) Max Uplift =-377(load case 41, 5=-460fload case 5) FORCES 0b - First Load Case Only TOP CHORD 1-2--1475, 2-3=-1276, 3-4=-1290, 4-5=-1493, 5-6=17 BOT CHORD 1-8 =1290, 7-8 = 908, 5-7 =1314 WEBS 2-8=-278, 3-8=439, 3.7=463, 4-7=-300 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33, 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 1 and 460 Ib uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WAti11 WO - Verj& dae pa . pnrrametar, and READ NOTES ON TMS AND RCVBRd4E MW BWORE VSC. s"•• Design vaild tot use only with MITek connectors. This design It based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppllcobMly, of design pafometers and proper haotporotlon of component is responsibility of building designer - not truss designer. & acing shown Is for lotesal support of In dlvldual web members only. Additional tempotory bracing to Insure stabilfly during condructlon is the responsibility of the erector. Additional permanent btbckly of the overall structure is the mapontbillly, of the bulling designer. For general guidance regarding fabrication, quaWy control, stologe, delivery, election and btocing, consult QHT-t6 Quality standard. 059-89 $racing specification, and NI11-91 MiTek® NandlliqIndoiltnqandtraetpRentoommendatlonovatoblefromTrussPlateInstilute, 583 D'Onohlo Drive, Modkon, W153719. 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. o 0 For 4 x 2 orientation, locate vplatesI/s" from outside edge of aotrussandverticalweb. - This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-NallJolnt/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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 Indicates location of joints at which bearings (supports) occur. MiTek" PANEL TM cup FORM018,019 m+wo-nwt NMRO—AM0 General Safety [Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at t14 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. Cafe should be exercised in handling, erection and installation of trusses, 1993 Mtek Holdings, Inc. Job russ russ Type ty y 15008182 DR1732D BGAB ROOF TRUSS 1 1 Job Reference to tioffal) I s e r e Industries, nc. on Jun age 1-0.0 - 1a9-0 10-1}0 1-0-0 Scale = 1:39.2 46 = 7 2x4 II 2x4 II 8 8 6.00 12 2x4 11 2x4 11 5 9 20 I I 2x4 I I 4 10 2x4 11 2x4 11 3 11 2 12 3jg 3x4 " 22 21 20 19 18 17 16 15 14 3x4 - 2x4 I I 2x4 11 2x4 11 2x4 I I 5x6 = 2x4 11 2x4 11 2x4 11 2x4 11 21 -6-0 21 6-0 ate Offsets - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) i/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.00 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 212/21-6-0, 18-172/21-6-0, 19 =187/21-6-0, 20=192/21-6-0, 21 = 171/21-6-0, 22 = 241 /21-6-0, 17=187/21-6-0, 16 =192/21-6-0, 15 =171 /21.6.0, 14 = 241 /21-6-0, 12 = 212/21-6-0 Max Horz 2=-134(load case 5) Max Uplift2=-65(load case 4, 19=-111(load case 4), 20=-121(load case 4), 21 =-1091load case 4, 22=-1430oad case 41, 17=-108(load case 5), 16=-122(load case 5), 15=-109(load case 5, 14=-142(load case 5), 12=-90(load case 5) Max Grav 2 = 212(load case 1), 18 =172(load case 1), 19 = 19311oad case 6, 20=192(1oad case 1), 21 =171(load case 6), 22 = 241(load case 6), 17 = 19311oad case 71, 16=192(load case 1), 15=171(load case 7), 14 = 241(load case 7), 12 = 212(1oad case 1) FORCES 0b) - First Load Case Only TOP CHORD 1-2=33, 2-3=28, 3-4=-56, 4-5--51, 5-6=-52, 6-7=-52, 7-8=-52, 8-9=-52, 9-10=-51, 10-11 =-56, 11-12=-65, 12-13=33 BOT CHORD 2-22=17, 21-22=17, 20-21=17, 19-20=17, 18-19=17, 17-18=17, 16-17=17, 15-16=17, 14-15-17, 12-14=17 WEBS 7-18=-132, 6-19=-147, 5.20=-151, 4-21 =-137, 3-22=-184, 8-17=-147, 9-16=-151, 10-15=-137, 11-14=-184 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) 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 requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2, 111 lb uplift at joint 19, 121 lb uplift at joint 20, 109 lb uplift at joint 21, 143 lb uplift at joint 22, 108 lb uplift at joint 17, 122 lb uplift at joint 16, 109 Ib uplift at joint 15, 142 lb uplift at joint 14 and 90 lb uplift at joint 12. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARMNO - VerW design parameters and READ NOTES ON VIN ANA REVERls1E SIDE BEFORE t0& Design valid lot use only with Welt connectors. This design is based only upon parameters shown, and Is for an Individual building component to be : installed and loaded vertically. AppiloobSSy of design parameters and proper Inoorporallon of component is tespon"y of building designer - not truss designer. Bracing shown is tol lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional petmanMnt brisokng of the overall structute is fhe wsponsk>Wfy of the building designer. for germal guidance regarding fabrication, quality conlfol. storage, delivery. etectlon and bracing, consul) OST-88 Ouailly Standard, DSS-S9 Srooi ng Specification, and HIS-91 MiTek® Handling Installing and Sraclm socome fromTruss Plate Institute. 593 D'Onohlo Drlve, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates I A" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Welk/Gang-Nail Joint/Plate Placement Chart. lul4uk , 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 V nA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 Cr O U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 14! 0 M Teke 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 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. PANEL TM LIP KYD 04111IR0 C 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. l "3 M tek Holdings, Inc. t r 'i.. Y. Job Truss russ Type Uty y 15008183 DR1732D CG ROOF TRUSS 1 1 Job Reference to tional) sFebr e industries, nc. ore jun age 1 0 0 6-11-0 13.10-0 14-10-0 1-0-0 6-11-0 6.11-0 1-0-0 Scale = 1:26.7 4x6 = 3 20 11 2x4 11 6.00 12 2x4 11 20 11 6 0 2 2x4 II 5x6 = 2x4 II 4 2x4 11 20 11 5 I$ 2.50 12 3x4 : 3x4 = B-11-0 13.10-0 6-11-0 6-11-0 Ste Offsets I - _ ' - - -. , - -114:0-0-TO-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LU -0.04 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.12 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TU 0.04 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 57 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Horz 2=-93(load case 5) Max Uplift2=-321(load case 4), 4=-321(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1057, 3-4=-1057, 4-5=15 BOT CHORD 2-6 = 950, 4-6 = 950 WEBS 3-6 = 519 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; panially;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, 4 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 321 lb uplift at joint 2 and 321 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARlY Na - Ver{v doown parwmtwv and R&w mo1s8 Oita l—I AND RRVER811 SIDE BEFORE US& Design valid low use only with MRsk connectors. This design M based only upon parameters drown, and is for an IndWldual building component to be I installed and boded vertically- Appl=blly of design pararnsten and proper incorporation of component b responsibility of building designer - not buss designer. Bracing shown is for Metal support of Individual web members only. Additional temporory, bracing to Yaws stability during construction is the respon"y of the erselor. Additional petmansrnt brbcYsg of the overall structure is the resporW Wty of the building designer. For general guidance regarding fabrication, quality control storage. dsw"W, w9clbn and braoYrg, consun CST-08 Quality Standard, DSI.69 tracing Speclbaft% and NII.91 MiTek® Hand" ktdo m andAI rooftsanmecrxdatlonavailable been Truss Plots Yatlb ute, 683D'OnchDraw, Madison, We 53719. 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. For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 a o WEBS J5 0 0 1: ', o p U a Ce C7 0 BOTTOM CHORDS JI J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93. 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 14! 0 MiTek® PANEL TM CUP HYD/ MA/R 49 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 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 Mitek Holdings, Inc. Job russ russ ype ty y 15008184 DR1732D J ROOF TRUSS 14 1 Job Reference Io tional s e i e n ustrres, nc. on jun vu lv:bj:21age l 1-0.0 7.0-0 3 Scale = 1:20.5 6.00 12 2 4 2x4 = 7.0.0 i 7-" LOADING;(psf) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TC 0.58 DEFL in poc) 1/defl Vert(LL) n/a - n/a PLATES GRIP M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.24 1 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 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=233/Mechanical, 2=425/0-8-0, 4=66/Mechanical Max Horz 2 = 225(load case 5) Max Upiift3=-230(load case 5), 2=-127(load case 4) FORCES fib) - First Load Case Only TOP CHORD 1-2 = 35, 2.3 = 87 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 230 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman; FL Lic 045 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 QWARNINO - YerW design pw m tors and R&4D NOT86 ON TMS AND AVVZR= SM HElOM V=. Design valid for use only with Melt connectors. This design is based only upon parameters shown, and It for an Individual buldkrg component to be Installed and loaded vertically. AppM¢abllly, of design parameters and proper Incorporation of component is responslbMMy, of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary Noting to (mute stability during construction is the msponslbilly of the erector. Additional permanent bracing of the ovetal structure is the respon"y of the bukllp designer. For general guidance tegarding fabrication, guolly control, storage, delivery, erection and bracing, comulf OST-BB Quality Standard, 035-W Braeisq Speollaalkm% and HIB-91 Handling isrstalinna and Iraclq RecommerWdla lonavailablefromTrussPlateInstllute. SO D'OnoaDilve, Madison. WI63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Lr'*For a Q 4 x 2 orientation, locate O plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plaiting formal refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS A J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeke PANEL TN cup General Safety [dotes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ b" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a nan-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, 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 stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek holdings, Inc. FORM018,019 russ russ ype ty y15008185E732DKROOFTRUSS41 Job Reference (optional) s e t e n ustr es, nc. on Jun 09 : : age r 1-0-0 5-0.0 3 Scale: 314'=1' 6.00 12 N 2 4 2X4 — i 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a - n/a M1120 249/190 TCDL 7,O Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 > 210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =155/Mechanical, 2 = 336/0-8-0, 4 = 46/Mechanical Max Horz 2 =164(load case 5) Max Uplift3=-161(load case 5), 2--119(load case 4) FORCES 0b) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = 58 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 161 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - Verm d sion paramwww and R&W NOTES oil Tian AND RBVE m awn BIr"m III=. Design vaNd for use only with MITek connectors. This designis based only upon parameter drown, and is tot an IndWWuol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tecponslblWy, of buYding designer - not buss ... designer, Bracing shown Is lot loterol support of Individual web members only. Atltlltlonal temporary bracing to Insum stabNNy during construction is the msponslblNty of the erector. Addltlonal permanent btiscing of the overall structure is the sesponsbNNy of the building designer. Fot general guidance regarding labilcailon, quality contro4 storage, delivery, erection and bracing, consult OST-Olt OuatBy Standard, DSO-09 tracing Speclticallon, and HIS-91 Handling Indmp allandBracing ltecommendallon ovalloble Tom Truss Plate Inslltute, 593 D'Onoelo Dilve. Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/,A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 0 For 4 x 2 orientation, locate X plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular pk:Mng format refer to the Mffek/Gang-Nail Joint/Plate Placement Chart, PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 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 i MTek® TM PANEL CUP OfYDRO,A/R 0 General Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mtek Holdings, Inc. 4,. Job russ Truss Type ty y 15008186 OR1732D L ROOF TRUSS 4 1 Job Reference to tionaq s e 1 e n ustnes, nc. on Jun fig 10:53:23 2003 Page 1 0 0 3.0.0 Scale = 1:10.3 6.00 12 2 1 4 i t4 — 3-" 3-" LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) '3= 69/Mechanical, 2 — 254/0-8-0, 4 = 26/Mechanical Max Horz 2 =103(load case 5) Max Uplift3 = -91 (load case 5), 2=-118(load case 4) FORCES IV - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = -62 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 91 lb uplift at joint 3 and 118 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 O WARMWO - Voft design pai anwten and REAP ]VOTES ON TWO AND REVERSE SWZ BEFORE TJSE. * ® Design vand for use only wMh Welt connectom This design is based only upon parametea "wn,'and is to an IndWuol building component to be Installed and boded vertically. Appleablity, of design parameters and proper kxxxporatlon of component is responslbWly of bullding designs# - not louts designer. Bice" shown is lot btetal support of Individual web members only. Additional temporary bracing to Insure dabpgy during construction Is the oesponslbittly of the erector. Additional permonent bibckg of the overall structure is the oetponsblilly of the bulding designer. For general guidance regarding tobrbatlon, quality control, storage. delivery. consult CST-68 Qua" Standard, Dry. erection and bioci SO.89 Bracing Speclllaarlon. and NI111-91 M iTek® Handling lWallinp and 8raokg Recasntrw ndallon available hom Touts Rote Institute, 583 D'Onohb Delve. Madison. WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/14 *Center plate on joint unless dimensions indicate otherwise. Dimensions are. in inches. Apply plates to both sides of truss and securely seat. 4„ Q"' For 4 x 2 orientation, locate plates IA" 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 MRek/Gang•NaH Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicuk3r to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS u Q WEBS J5 U" 'a ; O 0. O U rs ce cr Q O BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 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 "I'lek TM PANEL CUP PftAn. HMR0—A1J70 AGeneral Safety Motes Failure to Follow Could Cause Property Damage or Personal injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 comber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. s russ russ ype ty y15008187 732DF M ROOF TRUSS 4 1 Job Reference to tional) sFebr e Industries, no. on un age 3 1-0-0 1-0.0 1.0-0 1 0 0 Scale = 1:5.9 6.00 12 2 4 1-0•0 2x4 = 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 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/defl = 360 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-17/Mechanical, 2=179/0-8-0, 4 = 9/Mechanical Max Horz'2=55(load case 4) Max Uplift3=-23(load case 5), 2=-119(load case 4) Max Grav 3 = 28(load case 4), 2=179(load case 1), 4 = 9(load case 1) FORCES 0b) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 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; partiallyMWFRS 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 23 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARMNNG - Ver{ jy design pananwter, and R&W NOMS ON TWS AND RBVZRW SMS 88MM V=- Design vaild for use only with MRek connectors. This design is bowed only upon parameters shown, and is lot an IndWuol building component to be Installed and loaded vwflooly. Applicabilly of deslpn porometeo and proper hmporatlan of component is responslbSRy of building desiphet - not Inns designer. Stochq shown is la lateral support of Individual web members only. Addlllanal temporary brocIng to Iron dobSMy dutkrq construction is the responslbWty of the erectot. Additional permanent brisa of ** overall structure is the responslbMly of the bul ing designer. For f)snstal quklonce tegatdIng tabrlcation. quality conhal:lorags, delivery, erection and bracing, consull CST-N Qual ly Standard. D$S-SO .roc" SpecilleatlarL and HII.91 MiTek® Handling Installing and Sroclnq Recommendation ovallable from Truss Plate Institute, US D'Onoeb Drlve, Madison. Wl63719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. oe", ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 1NISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. MTeko MW TM PANELUV FORM018,Ot9 a+nK:-N.41t I'IMR0—AAA@ 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 1A panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. IM Mitek Holdings, Inc. ob Truss Truss Type Qty Ply D R HORTON 15008188 IBR1732D S ROOF TRUSS 2 1 Job Reference (optional) CCUSPAN-DH, LONGWOOD, FL 5.000 s Feb 6 2003 MiTek Industries, Inc. Mon Jun 0914:34:14 2003 Page 1 I:v 5.2-5 9-10.13 1.5-0 5.2-5 4-8-7 4 jay d 120.2 4.24 12 3x4 G 3 2 8 720 11 6 5 3A 20 = 5.2-5 9.10-13 5.2-5 4.8-7 LOADING (psf) SPACING 2-M CSI DEFL in (loc) l/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vart(LL) 0.04 6-7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=312/Mechanical, 2=51510-115, 5=426/Mechanical Max Horz2=280(lood case 2) Max Uplift4=•277(load case 5), 2=-192(load case 2), 5=-138(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=29, 2-8=29, 2.3=-935, 3-4=76 BOT CHORD 2-7=854, 6-7=854, 5.6=0 WEBS 3-7.167, 3-6=-931 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 4, 192 lb uplift at joint 2 and 138 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=483.1, 2=-1.7-toy=49.5 Junaidie Budiman, FL Lic #45 IE MTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - Ver(* derlSet pwrarneters and READ NOTES ON THIS AND REVERSE SIDE J3WORE UM. •• Design valid Tot use only with Mflek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. App400bMly of design parameters and proper Irncorporallon of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addlionol temporary bracing 10 Insure stability during construction is the responslbagy of the eteCtof. Additional permanent brbchp of the overall structure Is the responsibility of the building designer. For general guidance regarding ldbrloation, quality c:onho4 storage, delivery, erection and bracing, consult QST-II Quality Standard, OSI.59 Iroci ng Specification, and NII.91 M Tek® Handling InsfalYnp ftandImc Iem QomnselldationavailablefroTrussPlate Institute. 593 D'Onoklo Drive. Madison. W153719. Symbols PLATE LOCATION AND ORIENTATION t'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a Q O For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates. For tabular Plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M Teke TM PANEL CLIPFQ$ M01a019 w"L ®. HMR0,WJW t& A& 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 1A 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 food deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords 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. t 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mtek Holdings, Inc. A w N.L0 N HOOIe Oa8 ^ 1 -Q Q 'A313 .-A. UL L :3WMN 8or H'1 1 8 Ovro-ta£-[Oti ZL •H/ N01210H '21'0 2l3W01Sf109 NddS no s3lONIHs avol H011d L0-5-L 31V0 c3yo JULL80:838mN 8or X :IVA0NddV a3NOIS,71 'NOH Ald £ I "ON12JV38 38 01 3SY WOHS SllVM ISONVH/NMO aNV HOlid--ONIaVOI--SONIMVMa a3833NOIN3: .80H Ald L ONI113S 01 NOIdd LSlIVM O218 SNOISN3N11a NVdS TW M31A3M i i3JIlJ''HOH Ald l l I_1 - 03OVId 38 01 SIIVM ONIW38 llV J J IJyVfq! I mmo Er diN3 NI 'DdH 0-0-tl II i u 9 VT " IV-lj 0-0- Zd u i t1 i d I i I f i 1 I d 6 I d s IV I c IV IId L d_ i WI Li ml t FORM 600A4001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: 32.q (. F' Permitting Office: City, Statet *4,wzo l f-Z 3 Permit Number. Owner. Z.P. wo", ,N Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number ofunits, ifmulti -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A No _ 1732 ft2 c. N/A 207.0 ft2 _ 13. Heating systems 0.0 ft'- a Electric Heat Pump 0.0 ft' 0.0 ft' b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1224.0 ft' R=11.0, 56.0 ft' _ b. N/A R=11.0, 328.0 112 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 36.0 kBtu/hr _ SEER: 12.05 Cap: 36.0 kBtu/hr _ HSPF: 7.65 Cap: 50.0 gallons _ EF: 0.86 Glass/Floor Area: 0.12 Total as -built points: 26482 PASS ITotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: _ 1 1 Aie DATE: <03.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Codq- OWNERIAGENT: ok DATE: 7:tao o Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAIP ` DATE: - CITY O y PT, _ rORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 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 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGaugeQD DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.260 0.283 0.950 11768.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 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: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 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) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0."6 0.950 4229.0 EnergyGaugeTM DCA Form 600A-2001 EnergyGaugeQDMaRES'2001 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: 10494.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 14024 3382 10256 27662 11759 4229 10495 26482 PASS f EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 13 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.I.1 Maximum:.3 cfnVsq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the erimeter, at netrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded f v all residppenta-1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff as must be provided. Extemal or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 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: 36.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1732 112 c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 112 EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 56.0 ft2 = b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 It _ 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 Code compliant features. Builder Signature: '= Date: Address of New Home: ` '' ( ( - City/FL Zip:ht1. ( 72 W8 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStarllldesignation), your home may qual for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 7 RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: I 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method S imp l i f i e d Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume(cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 11/16/98 Job # 1732 Wthr Orlando —AP FI. Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANS Make TRANS Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V I 3 .0. 12 S/N 10 315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 , bld 4(' Zone: Entire House l Procedure A - Winter Infiltration HTM Calculation* l . Winter Infiltration CFM 0. 8 AC/HR x 13 8 5 6 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.4 AC/HR x 13 8 5 6 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 Summer TD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is. a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0. 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J 0 1732 Job# 1732 Zone: Entire House 11/16/98 i. -a, r.I nlr:uT_ : 3 n 17 Situ 10315 I Name of Room Entire House BR 4 FAM LAUNDRY 2 Running Ft. Exposed Wall I 202.0 Ft. I 29. 0 Ft. 41.0 Ft, 7. 0 Ft. 3 Room Dimensions, Ft. 0.0 t. 13. 5 x 12. 0 Ft. 20.0 x 20.0 Ft. 7, 0 .x 9. 0 Ft. Ceiings,R Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Midi Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Lenbgh Htg Clg Length Htg Clg Len6ah Htg Clg 5 Gross a 14C 2.5 1.1 1224 232 112 0 Exposed b 12C 2.9 1.9 56 rrr. rrr. 0 rr. 56 wr. 0 r s... Walls and c 13C 3.2 1 . 2 328 0 152 56 Partitions d 0.0 0.0 0 0 0 r"'* 0 e 0.0 0.0 0 rrr 0 rwr s..s 0 s ar. 0 rrrs rrrr f 0.0 0.0 0 r• rrrs 0 rrrr a 0 sax rssr 0 r.. ss. 6 Windows and a 1C 37.0 153 5655 23 850 23 850 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 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 96 1886 23 993 23 993 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 arr• 0 D r..s 0 0 rrrr 0 rrrr Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 275 361 900 678 890 63 107 140 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 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 JbIc 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 SubtotBtuh Loss=G+8..+II+12 26742 3003 4831 1152 14 Duct Built Loss 10°/ 2679 10°/ 300 10°/ 483 10% 115 15 Total Btuh Loss = 13+14 29416 r.s. rrr 3304 rss. ssrr 5314 rss. rss. 1267 r.. 16 lot. Gains: People a 300 6 1800 0 0 4 1200 0 0 Appl. a 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain=7+8,_+12+16 20803 1706 3900 1098 18 Duct Btuh Gain 10°/ 2080 10% 171 10+/ 390 10°/ 110 19 Total RSH Gain=(l7+18)•PLF 1 . 00 22883 1.00 1876 1 .00 4290 1 . 00 1208 20 CFM Air Required 1200 1200 1 135 98 1 217 225 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL 1 7th £d RIGHT-J 3 0 12-.. SIN 10315 Name of Room BR 2 BR 3 M/BR M/BTH 2q3I Running Ft. Exposed Wall 27 . 0 Ft. 11.0 Ft. I 32. 0 Ft. 10. 0 Ft. Room Dimensions, Ft. 13.0 x 12.0 Ft. 11.0 x 15.0 Ft. 13.0 x 17.0 Ft. 10.0 x IS. 0 Ft. 4 Ceihngs, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Bruh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Hig Clg Length Htg Clg Length Htg Clg Length Hig Clg i Gross a 19C 2.5 1.1 96 wsa rsrs 88 rrra aaaa 256 ww ws 90 wra wsa Exposed b 12C 2.9 1.9 0 arrr wax rain aw• asw wa Walls and c 13C 3.2 1.2 120 ra+ ww 0 sssa 0 rra» ww 0 aaaa rasa Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 ww wax 0 ass awa 0 rw• ww 0 ww wsa f 0.0 0.0 0 aas• wsa 0 rwa aa• 0 srr wax 0 sara wra 6 Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass 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 a•• 0 0 0 0 f 0.0 rs 0 0 asra 0 0 rwr 0 0 rrs• 0 0 srsr 7 Windows and North 22.0 2 a•+ 44 2 rasa 44 4 89 2 35 Glass Doors NE/NW 41.0 0+"' 0 0 0 0 0 0 0 Cooling E/W 0.0 0 r+•• 0 0 0 0 0 0 0 SE/SW 49.0 14 685 14 685 28 a+•• 1370 8 413 South 0.0 0 0 0 0 0 0 0 a•• 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Oilier 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 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 229 552 297 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 titions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 D 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 o 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 165 280 367 221 375 492 150 254 334 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 11 Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Btuh Loss=6+8..+I I+12 2556 r ssar 1759 3790 wr saw 1322 awa 14 Duct With Loss 10•/ 256 a'++ 10°/ 176 a"•+ 10'/ 379 a+' 10% 132 15 Total Btuh Loss = 13+14 2812 1935 4169 r• 1454 16 Iat.Gains: People© 300 0 a'aa 0 0 0 1 300 0 0 AppL a 1200 0 0 0 0 0 0 0 0 17 SubtotRSHGain=7+8..+12+16 1425 1296 rwr w'+ 2737 ww ws• 933 18 Duct Btuh Gain 10% 142 10% 130 10% 274 10•/ 93 19 Total RSH Gain=(17+18)+PLF 1.00 1567 1.00 1425 1.00 raa 3011 1.0 1027 20 CFM Air Required 115 82 79 75 170 158 59 59 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 nin!r i i n io "A. inotc I NatueofRoom BTH KICTHEN DINING 2 Running Ft. Exposed Wall 0. 0 Ft. 31 . 0 R. 14, 0 Ft. FI, 3 Room Dimensions, Ft. 9.0 x 10.0 Ft 16.0 x 14.0 A 14.0 x 18. 0 Ft.F., Ft. 4 Ceihtgs, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST IITM Area Btuh Area Mull Area Buds Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Hig Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 0 248 112 a ssss rrrr tars Exposed b 12C 2.9 1.9 0 rrrr p sss t s. p ass aara rrrr sss. Walls and c 13C 3.2 1.2 0 ar.r p rats p s»r ssss art ra:r Partitions d 0.0 0.0 0 rraa alas 0 art. p r.as awa rssa st.r e 0.0 0.0 0 aasr tar p asas aass p aara sa• rarr ssrs f 0.0 0.0 0 srsa ass p assr srr. p art• aara r.rr errs 6 Windows and a 1C 37,0 0 0 10 370 23 850 Glass Doors b 8C 37.0 0 0 54 1996 0 0 Heating C 9A 29.9 sa p p sa p 0 r»s p p aass sat• d 0.0 0 0•+'• 0 0•*•• 0 0 e 0.0 0 0 0 0 0 0 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 p rasa p rsr• SE/ SW 49.0 0 0 57 a+ 2795 20 985 a+++ South 0.0 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 o 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1,9 0 0 0 0 0 0 0 0 0 Walls andc 13C 3.2 1.2 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 r 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2,2 90 153 200 224 380 499 252 427 561 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 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 C 1 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtol Btuh Loss-6+8..+11+12 star 153 stss Bars 5704 sss asrs 2471 aara aara rssa 14 Duct Btuh Loss 10% 15 10% 570 10'/ 247 1 15 Total Btuh Loss= 13+14 168 6275 a+ 2718 atra aw sass 16 Int. Gains: People a 300 0 0 0 0 1 300 a•+• Appl. a 1200 0 0 1 1200 0 0 17 Subtot RSH Gain-7+8,.+12+16 a•• 200 ssra agar 5328 aara rarr 2180 rrrr sss• 18 Duct Btuh Gain 10% 20 10% 533 100% 218 19 Total RSH Gain-(17+18)"PLF 1.00 220 1.00 5861 1.00 2398 a••• 20 CFM Air Required a 7 12 1 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-1 WINDOW DATA f Job #: 1732 File name: 17 32 . bl d 11 / 16 9 8 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 J J' both duce t. / Ian ` I' bWh h-f N1 icWc rl/tl'I'a' lu to bkCk CNN to Duet haw a minimum clearance of a in-%" around the air handler per Uu State th"" Code. All duct has an r=8 bu d"on value. toZ0 Si Rating o } to m 0 .. , . > Z J O Q tY s o`' on a- ar 2 2' GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 3/4' X 1-1/2' X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 13 GAGE GALV. STEEL TRACK SPLICE OR FUG BRACKET. FASTEN TO WOOD JAMBS WTH 5/16' X 1-1/2' LAO SCREWS. 2' 18 GA. CALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 T54'(16'_ X 7•) 33-(16. X 77 42'(9' X 71 5' 9' X 7' (2 BRACKETS) 16' X r (3 BRACKETS) 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL FOR DOORS LARGER THAN 9' X r USE ENO CAP OVER END STILES. (SEE DETAIL C) SECTION B-B 16 FT. WIDE DOOR10GAGEGALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. (3 PER SIDE). SEE ABOVE FOR SPACING. 9 FT. WIDE DOOR 13 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS (2 PER SIDE). SEE ABOVE FOR SPACING. PREPARATION OF JAMBS E Y OTHERS 19-1/2' OR 21' HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 O 0 OPTIONAL SSO GLASS LIGHTS 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER l/ ,jMR WITH 2 FASTENERS. 4 STR 3' 20GA WIDE SEE DETAIL A) E4T'T a ROLLER WITH 7/16' DIA. STEM. E• STEEL 7 BALL OR 1 10N. DOUBLE GALV. STEEL END HINGE lfl ENTER ATTACHED STTI Es ATTACHED WITH 4 FASTENERS. 4' X 16' AIR VENTS. (4) REO'D. CENTERFINGE5l < E11 14 GAGE - FOR IW WIDE DOORS 120 SO. IN. MIN. OPEN AREA (3 COLUMNS) OPTIONAL LOCK16GAGE - FOR 9' WIDE DOORS OPTIONAL ALTERNATE 1.25' USING (2) STRUTS CONSTRUCTION GALVANIZED STEEL STRUT. I A ATTACHED WITH 1/4X 3/4' LONG HEX HEAD SELF GRILLING SCREWS. 2' ® ( 2 PER VERTICAL STILE) ® 3• 10 f I B B 2. 75' —I H.BB-iIm r i. 6• POLYSTYRENE INSULATION DETAIL A DETAIL B OPTIONAL FOR MOO. 724 AND 730 3' 20GA WIDE STRUT 2' 22GA STRUT 4 3GAGE GALV. STEEL BOTTOM BRACKET 9• ATT= WITH 2 FASTENERS 4 STRUTS (SINGLE CAR) CENTER STILES BOTTOMSCREWCANBEABOVEOR2' 22GA 10 AND HINGES BELOW ROLLER (SEE DETAIL 8) (1 COLUMN) SECTION A —A LAG SCREW - 5/16- X 1-1/2- 20 GAGE GALV. STEEL CENTER STILE TOG- L-LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE FASTENED WITH (4) 1/4- X 1/2' HEX HEAD SHEET METAL SCREWS. NOTE. ALL NON -DESCRIPTIVE FAIST04M SHOWN TO 8E PST. TAM NOTE. X 5/8' NEX BOLTS & NUTS OR 000R T1st PfNEssuaE (PS f Q 1/4' x 1/2' LONG HEX HEAD SHEET METAL SCREWS. 7 f. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS- 110 MPH. 15' ROOF HEIGHT. ROOF PITCH > 10'. DOOR FULLY IN ENO ZONE FBC ASSUMPTIONS. 110 MPH. EXPOSURE 'B', OI 30' ROOF HEIGHT. ROOF PITCH > 10. 2' OF DOOR IN END ZONE AH ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IFIHE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED OBC PRESSURE LOADS. GIVEN THE SAME CONDITIONS THE INCREASE IN DOOR STRENGTH IS GREATER THAN 7WE , INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. 4' X 16' AIR VENTS. (2) REO•D. 20 GAGE END STILES 60 SO. IN. MIN. OPEN AREA 11 OPTIONAL ORANGE COUNTY BUILDING DIVISION o STERILE WaG,f%ssa004S Vf&' 20 GAGE END CAP O• /}L WILLIAM T. UNDE?1A71h. F.E. ' Consulting StrJctudi E. eel.. 1140 Ad'e. ren Street Clermont, FL 337? 1 352) 242.21G0 NOTE: GLAZING DOES NWrPS ISFY IMPACT DEBRIS REQUIREMENTS IN FBC DETAIL C P. O. BOX 13858 MAUMELLE AR. 1 2422 3/ 5/02 KDD M WRMSOR DWR 72113 H 2413 1/ 25/02 (501) 562-18i- G 2137 /9/ 00 MODELS. F 1549A 5/ 14/96 1 724. 426. 730. 735. 750. 550 E 1549 DWG. INAS 101943-2 PART NAME- WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 110 MPH. FBC 110 MPH EXPOSURE"I' D 1449 a— as) To CE j 0 A15 r C 1377 1118/ 94B) 6 1373 11/02/ 94)E) R NEXT LEVEL PLOTSCALE DATE- 11- 19-93 BFi DWG. NO. 99— B- 032REV.E. C.N. A13363/3/ 94AM• DATE. OV. NSCALE SHT 1 OF .: 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMS WITH 5/16' X 1-1/2- LAC SCREWS --- 2' GALV- SSTEELRACK 18GA(914JC8• 1fl'X8')_• 16GA 416'XS'. 18 la'al BOLTED TOTRACKBRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. OPENING NOT HEIGHT DOOR HEIGHT) GALV. XSTIEEL /H ORIZONTA GLME 1/cARRIAa /LOLT AN Lrr FOR 16'X8.18'X7* -fA18' X 8'. USE 1/4X 3/4' 2' GALV. STEEL HORIZONTAL DRkM/ 1G SCREW TRACK 16 CAM OR 13 GAGE SAM O THE WEIGHT OFTHE DETAILDI® 42'( 18')C77 48"( 18'x8.16-XS'. 1 o'x8 .9'x87 21-( 18'X7') 24'( 18'XS'. 16' XB') 20 GAGE END 20 GAGE END CAP wxs i 3/4' POLYSTYRENE INSULATION O. STANDARD FOR MODEL 535. F E 9' X 8' A 10' X 8' (2 BRACKETS) I L"H' O 16' X 8', 18' X 7' do 18' X 8' (4 BRACKETS) 20 GAGE END STILES - FASTENED WITH TOG- L-LOCS TO PANEL. FOR DOORS LARGER THAN 9' x 7• USE END CAP OVER END STILES. ( SEE DETAIL C) FoRlIft 2 T— _ SECTION 8-8 10 GAGE FOR DOORS LARGER THAN 10• X 8'. 13 GAGE FOR DOORS IW X 8' AND SMALLER. GALV- STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. SEE ABOVE FOR OUANTRY 16 GAGE GALV. STEEL 5 SIKUIS TOP BRACKET WITH 14 3' 18GA WIDE GAGE ROLLER HOLDER (SEE DETAIL A) WITH 2 FASTENERS. F4 r XLLER WITH DIA. STEM. STEEL. 7 BALL N ORlow, TEEL law* A 18•x6• LL FOR 10' X8' GALV. STEEL (44 GAGE) END HNGE ATTACHED WITH 4 FASTENERS. DETAIL C _ GALVANIZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4' LONG HEX HEAD 19- 1/2'. 21' OR SELF DRILLING SCREW B 24' HIGH PANEL (2 PER VERTICAL STILE) GALV. AND 2' 6 STRUTS PREP26A4T STEEL 3' 18GA WIDE MODELSEXCEPT (SEE DETAIL A 24 GAGE MODEL 1-3/5' POLYSTYRENE 750INSULATIONOPTIONALFOR MOD. 724 AND DOORS 16' X S% IS' X 'r 730 ac 18• X B', USE 5th 13 GAGE GALV. STEEL SCREW THROUGH THE BOTTOM BRACKET TOP LEAF, END STILE ATTACHED WITH 2 FASTENERS. BOTTOM STEM ROLLERS. SCREW CAN BE ABOVE OR BELOW ROLLER. GF CO``'' SECTION A —A -4 µ A B `O/ 4f A 1 LAG SCREW 5/16' - O 1 gg' ft ETAIL B 20GAGEGALV. STEEL CENTER STILE TOG- L-LOC OR POP RIVETED TO PANEL STRUT 18 GAGE GALV. STEEL CENTER HINGE • FASTENED WITH (4) 1/4' X 1/2' u ir-m% L SSB GLASS L- 4' X 16' AIR V& f" 120 $ O. OL MIN- OPEN OPTIONAL SSB558 GLASS LIGHTS A ALTERNOIXUSING 18' ( DOUBLE CAR) I 4' X 16' AIR VENTS. (4) REO'D. L. CENTER STILES 120 SO. IN_ MIN. OPEN AREA I CENTER HINGES tt __- OPTIONAL 1. 25' — r USING (2) 4 STRUTS 3. 3' 20GA WIDE fOR10' XS' 1 ( SEE DETAIL A) 3' 22GA F• OR9' X 8' I— 2.75' —1 ® (SEE DETAIL B) 8 DETAIL A WIDE STRUT 3' 18SGA WIDE STRUT AND SPACING. HE1I HEAD SHEET METAL SCREWS. 1 2422 41 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE / , 1/ 4'-20 X 5/8' HEX BOLTS A NUTS OR H 2413 1/ 4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 3 , . G 2137 Q 1 WILLFAM T. LINDEMANN. P E = .` / - F 15491 f T•1Ci6 [•]C7 Conwi6ng gmdura! Engineer . - E 1549 DOORS SHOWN ON THIS ORI DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 AndsStreet _ ' LISTED INTiffTABLEABOVE. SBC ASSUMPTIONS.' 110 MPH. i5' ROOF HEIGHT. ROOF roon D 1449 PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS 110 MPH, EXPOSURE 'B'. ® ClaWnt, FL 34711 - - C 1377 30' ROOF HEIGHT. ROOF PITCH > 10'. 2' OF DOOR INDIDZWNE- (352) 241 Oloo r B 1373 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR,IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED S6C PRESSURE'LOADS. NOTE: GLAZING DOES IKi SATSfY IAPACi THAN THE © A 1336 E.C- N. GIVEN THESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH S GREATER DEBRS REOUIREMENTS IN FBIC REV. INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Trrt a_. 1 II s1I raryr 1G En!>•L7n r y r•7c+Isss><= Iii •A7• fy nrac e r qs1_ 4' X 16' AIR VENT 60 S0. IN. MIN. Of 3/5/ 02 OK D 1/25/ 02 t/s/ no i/14/ S6 DATE I APPROV. OR q B 0 B R OroP' IIONAL STLLFSAND L:EttTER HINGES (1 COLUMN g 1, P.O. BOX 13858 1111 iJ' Tl/R R MAUMELLE3 AR. 501) 562- 187Z MODELS:. 724. 426, 730. 735. 750, 550 DWG. :AS PARTNAME10199-2 yyIHDLOAD]RESIDENTIALSTEELDOORTOLERACE FOR S$C 110-MPH. FBC 110 MPH FRAC.f 1/1 DEC. t Al ANC. f r a Ta=: DWG. NO. 1-19- 93 99—B-032 3RN. . ErY ISHT 2 OF 3 13 GAGE STEEL TRACK SPUCE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2- LAG SCRAMS 1 2' GALti STEEL 1 1NO T 10'XS') 16GA {16'X8% BOLTED TO 18'lfa7 TRACK BRACE WITH 1/4'-20 BOLTS5/8' TRACK OPENING HEIGHT DOOR OVER HEIGHT) 2 3/4' X 1-1/2' X 13 GAGE MIN GALV. STEEL HORIZONTAL ANGLE. 2' GAIN. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DooR. 48'(1e'Xa'.16®. To'xa'.9'xa') 24'(1a'X8'. 16'X87 9' X e' Ac to' X 8' (2 BRACKETS) I16' X a' 8 la' X 8' (4 BRACKETS) 1/4' X 1/2- LONG CARRIAGE BOLT k NUr FOR 16' X 6' AND IS' X8'.USE 1/4' X 3/4' MDI HEAD SELF DETAIL D 20 GAGE END 20 GAGE END CAP 16'X87 0 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735, DETAIL C _ I 19-1/2 . 21- OR 24' HIGH PANEL GALV. AND p PREPNNTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL p 750 0 DOORS 16' X 8' OR 18' X 8' USE 5th SCREW L.H. THROUGH THE TOP LEAF. ENyD STILE AND RAIL. Qlty itine ROLLERS. 16 GAGE GALV. STEEL 0 b1mula C2CTOPBRACKET WITH 14 3' 18GA WOGAGEROLLERHOLDERSEEDETAILj WITH 2 FASTENERS. F4 2' ROLLER WITH 7/16- DNA. STEM. TIRE: STEEL 7 BALL 6.,.. 7 BALL FOR 918'. 1O'X8' STEEL (14 GAGE) HINGE ATTACHED 4 FASTENERS. GALVANIZED STEEL STRUT. ATTACHED WITH 1/4' x 3/4' LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 2' 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOO. 724 AND 730 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS. BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 4US 'QUAl, - " m -- I I__ -44' Ov SCREW 5/16- X Y / O LT SECTION B—B _ 20 GAGE Guv STEEL CENTER STUE ETAIL B I GAGE FOR DOORS LARGER THAN 10' X 8. TOG—L—LOC OR POP RIVETED TO PANEL 22GA STRUT 613GAGEFOR' DOORS 10' X a' AND SMALLER.STEEL TRACK BRACKETS FASTENED 18 GAGE GALV. STEEL CENTER HBrGE TOWOOD JAMBS. SEE ABOVE FOR QUANTITY FASTENED WITH (4) 1/4' X 1/2' AND SPACING. HEX HEAD MEET METAL SCREWS. NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE {' I DOOR Stff JIM PRf55<1RE E 1/4--20 X 5/8' HBOLTS & NUTS OR 1It6n1 ItOf:11f EX 1/ 4 X 1/2' LONG MDX HEAD SHEEP METAL SCREAMS.-- r- 11 0©i WILL!Ali L;f:D MA:;TI Pl. Cons; lTing St.'uctural EngiriW ' ' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Anjerwn Street - — LISTEDINTiffTABLEABOVE. SBC ASSUMPTIONS- 110 MPH, 15' ROOF HEK iT. ROOF ` — PITCH > 10. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 110 MPH. EXPOSURE 'B'. Clermcrit, FL 34711 30' ROOF HEIGHT. ROOF PITCH > 1CT. 2' OF DOOR N END NNE.Oj ® {352} 2,12L'!03 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOM IS SUITABLE FOR OTHER LOCATIONS. DOORSSMALLERTHANTHOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. NOTE- GLAZING DOES NOT SATISFY IMPACT RTHE SAME CONDITIONS THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE ASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. © DEBRIS REOUIREMENIS IN FBC 20 GAGE END STILES — FASTENED WITH TOG—L— LOCS TO PANEL FOR DOORS LARGER THAN9' X 7' USE END CAP OVER END STILES. ( SEE DETAU C) 16`(DOLIBLE CAR) 4' X 16- AIR VENTS. (4) REO'D. 120 SO. OL MIN. OPEN AREA 1.25- 3' 1 I-- 2. 75- DETAIL A 3' 20GA WIDE STRUT 3' 18GA WIDE STRUT 1 2422 3, H 2413 1) G 2137 / F 1549A 5/ E 1549 D 14- 49 (9C 1377 11 B 1373 11 A 1336 3, OPTIONAL SU CLASS UGM 11 L3 ( X) LWNS to (Dotleta CAR) 4' X IS* AIR vLMS. (41 REA'o., , = cauffiA 120 SO. K MOL OPFDI AREA `F •y' `c"' OPTIONAL I On. 3' 20rA WIDE FOR IWXe' SEE DETAIL A) r 22CA FOR XV SEE DETAIL 6) 9' t fo' M CLE CJH 4' X 14' AIR VINM W REJD'D. V """"" eD So. K MOL OPEN AREA mwwL 4 6 AND IwcEs (1 CODLUMIA REV.I E.C.N. I DATE: I APPROV. q P. O. BOX 13M MAUMELLE. AR. 72113 501) 562- 1872 MODELS: 550 724, 426. 730. 735, 750, DWG. WAS PART NAME: OI 101993-2 WINDLOAD FOR SBC RESIDENTIAL STEEL DOOR 110 MPH, FBC 110 MPH TOLERANCE EXPOSUREB' FRAC.t1/64 DEC t015NEXTLEVEL DATE: DWG. NO. AM. t V PLOT SCALE 11-19- 93 DRN. BY I 99-8-032 SCALE SHT 3 OF 3 NONE 1=1 BH