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327 Lusitano Way - BR03-002807 - SFRPERMIT ADDRESS CC):`Ti RACTOR ADDRESS D R Horton 6250 HaLeltine Nat'l Dr'#102 OrlandoJ1, 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR )C-J"K MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE e SUBDIVISION 6 PERMIT " DATE 1 P ER, uT DESC`.RiPTION PERMIT VALUATION SQUARE FOOTAGE CERTIFICATE OI' OCCUPANCY / COMPLETION This is to certify that the building located at 327 LUSITANO WAY for which permit 03-00002807 has heretofore been issued on 9/15/03 has been completed according to plans and specifications filed in the office of the Build'ng Official prior to the issuance of said buildingpermit, to wit asb complies with all the building, plumbing, ele trical, ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL DATE BUILDING: FIRE: Finaled o7 va 04 Inspected Inspected UTILITIES: Water Sewer Lines In a \ a off{ VN Z Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage ZPaved Maintenance \ rBond PUBLIC WORKS: Street R',' Name Streetp'r3,Signs Lights Storm Sewer Driveway Street Work PPVc Darn DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 10/03/03 O1-APPLCTN FEE -ELECTRIC 11/18/03 01-APPLCTN FEE -BUILDING 9/15/03 01-APPLCTN FEE -MECHANIC 12/02/03 01-APPLCTN FEE -PLUMBING 9/25/03 02-ENGNG DEVLPMT FEES 9/15/03 01-FIRE IMPACT - RESIDENT 9/15/03 01-LIBRARY IMPACT FEE 9/15/03 AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 Yes No PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 327 LUSITANO WAY for which permit 03-00002807 has heretofore been issued on 9 15/03 has been completed according to plans and specifications filed in the office of the Buil ng Offic'al prior o the issuance of said building permit, to wit as complies with all the building, plumbing, ele trical, z ing 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 9/15/03 279.61 01-POLICE IMPACT RESID. 9/15/03 91.93 01-RADON GAS -TAX FEE 9/15/03 17.34 01-ROAD IMPACT FEES 9/15/03 847.00 01-RECOVERY FD/CERT. PGM. 9/15/03 17.34 01-SCHOOL 'IMPACT FEE 9/15/03 1384.00 WD IMPACT:SINGLE FAMILY 9/15/03 650.00 SD IMPACT:SINGLE FAMILY 9/15/03 1700.00 OWER BUILDING 0F / DATE CERI'IFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -c -O PERMIT ADDRESS:1 CONTRACTOR: R PHONE #: y(-)') - 8 -:) a - ' v 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. OK- 2/z/off D. s wo'COT ngineering Y Fire 1 + 1z Public Works Zoning ltilities -]Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY W/P - REQUEST FOR FINAL INSPECTION a SINGLE FAMILY RESIDENCE**** DATE: c), — c -8y PERMIT #:.8 0 8-'8 ADDRESS: 8 8 C) CONTRACTOR: c, c PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. JEngineering Fire 8 d 1Zl'-t Public Worke'Vn4iais 'l Zoning 8 Utilities Licensing 11'\ [ A, — CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I 1 CERTIFCATE OF OCCUPANC !1 t11 REQUEST FOR FINAL INSPECT j j 1' 1 1 1 SINGLE FAMILY RESIDENCE** z I I 1 1 1 I I I r DATE: ,)-4 -0A 6 elm da.r C O.:. r PERMIT 0 ADDRESS: CONTRACTOR: PHONE The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works CONDITIONS: (TO BE COMP Fire (,\ I k Zoning sing A IF APPROVAL IS CONDITIONAL) FEDERAL EMERGEKCY MANAGEMENT AGENCY NATIONAL FLOUr)1NSURANCE PROGRAM ELEVATION CERTIFICATE0 Important: Read.the instructions on pages 1- 7. O.M.B. No 3067-0077 Expires July 31., 2002 SECTION A - PROPERTY OWNER INFORMATION ForlnsuranoeCompany Use: BUILDING OWNER'S NAME . Policy Number . D.R. HORTON _ BUILDING STREET ADDRESS (IncludingApt., Unit, Suite, and/or Bldg. No.)OR P.O. ROUTE AND BOXNO. Company NAIC Number. 327 LUSITANO WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 138, 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): tf' 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 B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) Zone AQ use depth oltloodiiV) 1202940045 E 4/17/95 41170 A 24.6 B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 198E Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ' Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Selectthe building diagram mostsimilar to the building for whichthis certificate is being completed - seepages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according tothe building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 ConversionlComments NONE Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement orenclosure) 29. 3 ft.(m) o b) Top of next higher floor'` 38.5 ft.(m) o c) Bottom of lowest horizontal structural member (Vzones only) N/A . o d) Attached garage (top ofslab) ft.(m) 28. P.0) 00 E r- o e) Lowest elevation of machinery and/or equipment w Ca servicing the building (Describe in a Comments area) 28.3 ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 27.1 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 28. 2 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER:4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH T .1 ORLANDO FL 32801 SIGNATURE AVV DATE TELEPHONE A . _ 2117104 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the correspending information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 327 LUSITANO WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, ORARCHITECT 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 INC3-E ISANA/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZoneAOand Zone A (without BFE), complete Items E1 through E4. If the ElevationCertificateis intended for use as supporting information fora LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram mostsimilar to the building forwhich thiscertificate is beingcompleted — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) - E2. The topof the bottom floor (including basement orenclosure) of the building is _ ft.(m) _in.(cn) above or below (check one) the highest adjacent grade. (Use natural grade,rf available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3,h and C3J on front of form. E4. ForZoneAO only: Ifno flood depth number is available, is the topofthe bottom floor elevated in accordance with the community's floodplainmanagement 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 C3.11 only), and E for Zone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'SAUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) Thelocal official who is authorized by law or ordinancetoadminister theoommunity's floodplain management ordinance cancomplete 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 Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local lawid certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2, Acommunity official completed Section E for a building located in Zone A (without a FEMA4ssued or cwmmunity4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE G7. This permit has been issued for, New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth offlooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here 'If attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 138, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MARGARET YEBOAH AWUKU SIGNATURE FINANCIAL, INC. 1" =30' GRAPHIC SCALE 0 15 30 NOTE: TRACT "A" LUSITANA WAY 50' RIGHT OF WAY 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), APT N90'00'00"E 420.00' 85.00' w i 335.00' CENTERLINE OF 50.00 ol_ bio PI'^ RIGHT-OF-WAY N90'00'00'E Zi WALK IS WALK 15 2. 0,,.. 2.0 OFF 10' UTILITY EASEMENT> 9 LOT 139 W O O O i) O O O Z LOT 124 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 02-14-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE BOTH IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN, AND ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY, VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN'HEREON ARE BASED ONTHENORTHERLYLINEOFLOT138AS BEING N90'00'00" E PER PLAT. FIELD DATE:) 9-26-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ 1.3' fitTY c= 5.6' "' COVERED ENTRY TWO STORY CONCRETE BLOCK u & WOOD FRAMEuo_ RESIDENCE + FINISH FLOOR q ELEVATION=29.26 I LOT 138 ? N90'00'00"W 50.00' LOT 125 O O O LOT 137 O O O O O O V) LOT 126 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE Q FND NAIL AND DISC LB #6393 (2/14/04) FND 1/2"IRON ROD AND CAP LB #6393 (2/14/04). 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 POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION - POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. JOB NO. ASM42094 17INAL 2-14-04 CKB OUNDATION 10-3-03 CKB DRAWN BY: LOT PLAN 07-24-03 SDO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 L.:xx....."..a33'i..:.d....... _.:1.L.......tl.4Lts.....m m . FOR THE FIRM WILLIAM R. M CATEL 0 JR. P / 4918 DATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on nacres I.7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.OxROUTE 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 138, 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 83. STATE SEMINOLE COUNTY 120294 SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREASED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 0045 E 4117h95 4/17195 A, X 24.6 Btu. indicate the source of the Base Hood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ 812. Is the building locate_ d in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (CPA)? 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 ofthe 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 orphotograph.) C3. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according tothe building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 ConversioNComments _ 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) 28. 8 ft.(m),' cc o b) Top of next higher floor N/A. ft.(m) a)' o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) M o d) Attached garage (top ofslab) N/A. ft.(m) E o e) Lowest elevation of machinery and/orequipment W servicing the building (Describe in a Comments area) NIA. _ft,(m) d E ca o f) Lowest adjacent (finished) grade (LAG) NIA. ft.(m) Z it o g) Highest adjacent (finished) grade (HAG) NIA. ft.(m) U o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of ail rmanent o 'n flood t C3 h 0pepenrgs ( ven s) in , _sq. tn. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001 CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH S+Ej, 4E.1 A I AA ORLANDO FL 32801 SIGNATURE DATE TELEPHONEA ) K. k JV I Dw- 1 I(r, 9/12/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unk Suibe, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX LUSITANA WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/oompany, 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) 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. Et. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) ofthe building is _ fL(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). 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.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. ForZone AO only: If noflood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner'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) or ZoneAO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the 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 tocertify 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 community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes, DATE PERMIT ISSUED G6. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in ZoneAO) depth offlooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS CITY OFSANFORD PERMIT APPLICATION i Permit # . 3 o1'i e /17 ,... J .J Job Address: Description of Work: Historic District: Permit Type: Building Electrical Mechanical 72-Plumbing Fire Sprinkler/Alarm POQI Electrical: New Service — # of gMPS Addition/Alteration Change of Service Temporary Pole Mechanicalr! Residential Y/ Non -Residential Replacement New (Duct Layout & 1~nergy Ca1F: Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WgterClosets Plumbing Repair— Residential or Commercial r Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, f<,r <+,tiis(_r ti:a.n Y) Parcel if: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: _ Contractor Name & Address:ltV SM, t % F _ tat, License Number: Q D UKW Phone &Fax: $ ,A 74ACz% c°T R aoi fac tt i%TLt I©rn A/! P10,00 3 ` 0I 17 r -- Bonding Company: Address: _---- Mortgage Lender: address: -------- ____ _ - r:.. ... __.. 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 conunenced furor to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable )anus re);;t}wingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMEN EM AY R$SUL"I 1N YO1 iR PP,> LJGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO ULT W YOUR LENDER OR, AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to s pr pe that may be found in the public records of this county, and there may be additional permits required from other governmental entities sych as wat mapPgem t districts, staggencies, Or redcral agutcies. Acceptance of permit is verification that I will notify the owner of the property of the Signature ofOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date O kaner/Agent is _ Personally Known to ,Me or Produced ID AITLICAI ION APPROVED BY: Bldg: Zoning: Initial & Date) Spccia! Conditions: DEC 0 2 2003 8ignatur Conr actor/Agent Date ERT G. DEILLO R USSOi7-- A &Conrratr .Aoent's ame AA Signature of No_-y-Stare of Flonda Date Contractor/A<_'e-: i, Personal,Known to Me or Produce':) Initial & Date) L;. s: FD: Initial & Date) (ItNtial & Dat: W +t'OMMISSION 4 DD 212893 EXPIRES: June 14. 2007 Bonded Thru Notary Public Underwriters 10-03-203 9:52AM FROM Permit # 22QJobAddress: ,P2_ 7 P. 1 CITY OF SANFORD ]PERMIT APPLICATION Date: ll d 3 Description of Work: Historic District: Zoning. Value of Work: S qq Permit Type: Building Electrical Meehttnical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Setvioc — # of ANiPS Addidon/Alteration Change of Service Temporary Pole _. Mechanical; Residential Non-Residcndal Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gras Lines Plumbing/New Residential: # of Water Closets plumbing Repair — Residential or Comm=ial Occupancy Type: Residential Commercial Industrial Total Square Rootage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (YEMA form required for ocher than X) Parcel 4: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Z12 4-05 -5p r /j/h t' Phone: Contractor Namc & Address:///o TTOn rii: /l c/iLv .f /J QOS 17Gt-L 2=CQ1.' — L % StutcLicense Number: Phone & Ft z: 0 - i - D-i,7,O rr la tPerson: oNiv.f /o t Phone: r2_2 Bonding Company: Address: Mortgage Lcnder: _.—...._..._ Address: ArchiteCt/ Enginecr: I'honc: 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconsttVctioninthisjurisdiction, I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNF, R'S AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applieahtc. laws ro>'ulabng constructionandzoning.. WARNING'1'U OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VC)OR PAYING T%VICE FOR IMPROVdMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP,R OK AN ATTORNEYBEFORF, RECORDING YOUK NOTICE OF COMMENCEMENT. STLQ: 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 o' thiscounty, and there may be additional permits required from other govcmmental entities 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 rcquirements of Florida Lien Law, FS 713. SignantreufOwner/ ARenr Date l Sicnawrc of Contractor/Ateut Dal—e Prir, t Owncr/Agent's N;i C Signature of Notary -State of 1'lond.a Date Owncr/ Agent is ____'Crsonally Known to Me or Produced ID APPLICATION APPROVED BY: Bldq: Initial & Date) r, eciai Cundltions: Print 1, dAgcnt's Nytne Signoturc of ' -Stare of Florida U't 4P pApo Bonny G Logan My Commission DD201551 Contractor/ Agent is .Zlursonaily Known to me'dPExpires May 17 2007 ProduccdID T Zoning: Utilities: FD: Initial & Date) (Initial & Da(e) 0nitial & Date) 5-CDEI-203 7 : D9AM f=RUM wcr'o.,ra. t-irrv,u.rrr-,•r.r.,:.,,n•..,v,.,; ,.,,, . Crry OF SANFOiID PERMIT APPLICATION q Permit tt : Ll -,- 7 job_ Address:, - Description of Work:-- 7.nnint{utorlc DiatrlcC R value o1' Work: i - — Permit Type: Building. Electrical V Mechanical Plumbing Fire Sprinkler/Alarm _ Pool Tempoiltry PoleElectricY1: New Service - At of AMPS I C(i 200 Addition/Alteration Change of Semicc __. Mechanical: Residential_ Non•Residentia) Replacement New (Duct Layout &_ Energy C91c. Required) Plumbing/ New Cotnttlercia): A of Fixtures it pf Water & Sewer Lincs tt of Gas lines _, _ Plumbing/New Residential: q of Water Closets._, pIlut4bing Repair- Residential or Commercial _ Occupancy Type! Resldential Commercial Industrial Total Square NootagC — Construction Type, IV Of Stories: 4of Dwelling Units: Flood Loue: (FE 1A form tequlrud ter other rnan .ti) Parcel9: Attach Proot of Ownership R Uga,lLDescription) Owners Name & Addrea+: (-y0 hnnr — L i .J _ It O . '3 2 Z Pic Contractor Name & Addres}: k n 7 State License Numbera .. 3 L 1 -- p 4 4- Contact Person:—.5,] t .. Yhi,nc. '1:- 3 _.1. qy 11ondinQ C:nmpsny: Mortgage Lender: Address: - ArchHvct/Fngi)eer: Addreis: Phone Fai: Application is hereoy made to obtain a permit to do the work and installations as indicated. I certify lha(no wtrrk or installanon has convnence-d pnoi to theissuanceofapermitandthatallworkwillbepo-formod to meet Standards of all laws regulating construction in this jurisdiction. I undcrSrand that a scat"" permit rnust be secured for ELECTRICAL WORK. PLUMBIN0, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HF;_ATERS, TANKS, and AIR CONDITION'ER`;, etc. OWNER'S AFFIDAVIT: I certify that air or ttu foregoing information is; accurate and that all work will be done in corrtpl an oe w th all applicable laws rvi3 r,gconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFN'f MAY RESULT IN YOUR PAY!"''CiTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAfN FINANCNG, CONSULT WITH YOUR LENDER OI AN ATTORNEY BEFORE RECORDfNO YOUR NOTICE OF COMMENCEMENT. NOTI : In addicion to the requirements of thin permit. thert may he additional resniWons applicable [o this propcny that rrvy be found in !hc pub'h: rctords ei this county, and there tray be additional permits required fmm other governmcnul atnncs such as water rrunog,.rArI dismc«, sa+tc agmcies, or t'corr.;l 3Z'.cnC16. Acceptance of Perini( is verification that I will notify the owner of the property of the rtquiremel of 1'lor , Le Lsw, — Date .Ste snare of Contnctorl,4gciil lJ lf ignalureufOwner/Agent 1 •T Print Owner/Agen('s Name Print Cunnactor/Agent s Nat c j Signawre of Nutary.$ulr of Finr der )am gnaeure of Nutdi ace of rlunu Ciwncr/Agent is -_ Periunnily Known it)Mc• ur uni ere ndA en; i5 Vrr:nnc ly Known. to P:Ic u Pruducdd)D AI'fhll'sl'1(>N AI'I'k/.unuiOVC•{[ IIV: illdg: ----- ... li'•.... .. ..-- 1iii;i l r_ ITalc) (li>,ti:l :i: !)•.: Iwi;:d a: Dail:) (initial 8'. DJic) t ipccial C oodiiinns: ---' -- -- 1 6 Marie A. ZettlemoyerPPY.P'• commission #DD221380 Expires: Jul 15, 2007 l. • • .oC?. Bonded Thru iF OF'f3• , r` Inc. Atlantic Bonding Co., 1 6' CITY OF SANFORD PERMIT APPLICATION Permit # : ri) 01 9 / 2-Z 003Date: Job Address: Description of Work: f Historic District: Zoning: Value of Work: S bi T^O Permit Type: Building Electrical Mechanical Plumbing 1C Fire Sprinkler/Alarm Pool f .; .. Electrical: New Service — It of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Encrgy Cale. Required) Plumbing/ New Commercial: It of Fixtures # of Water & Sewer Lines It of Gas Lines Plumbing/New Residential: It of Water Closets 3 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: It of Dwelling Units: Flood "Lone: -EMA form required for other than X) Parcel #: (Attach Proof of Ownership &Legal Description) Owners Name & Address: Phone: Contractor: Name & AVVANTAGE PLUMBING, P,0, BOX 620027 Phone & Fax: _ Bonding Company: Address: Mortgage Lcnder: State License Number: C.-F— —C or--weI Contact Person: WDa NTAGE PLUMBING, INC. P,O. BOX 620027 ____ Address: F Architect/Engincer: I'honc: 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, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water managemen icts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirement of lori a I FS 713. i Signature of Owner/Agent Date Signature of Contractor/Agent Print Owner/Agent's Name Print Contractor/Agent's Name d j Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date P; MARTHA Y. HALLMYCOMMISSION # CC 815640Owncr/Agent is Personally Known to Me or Contractor/Agent is Personally weorEXPIRES: February 1, 2004ProducedIDI'roduccd ID ' BondedfiruNotaryPublietlndst-inane APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoninc: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 3z3- L'Ja- 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 05000 PG 1878 CLERK'S # 2003158760 RECORDED 09/09/2003 10:32:52 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofproppertyy: Lot(s) 128, 129, 132, 135, and 138 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 CLRl'IFlED COPY Owner's interest in site of the improvements: Fee Simple MARYANNE MOPAE Fee Simple Title Holder (if other than Owner): CLE.R OF CIRCUIT CO Name: Phone #: SEM N COU 0Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: ®E Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 WO- utam Surety (if any): 5tp 9- 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 ofNotice of Commencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified): D.R. Horton/ fnc 0 by: o e awson,ssistant SecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 8 day of ion 2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., abeiaware Corpora , on e a • t u c rion. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26,2006 4tignatureNotarySeal CITY OF SANFORD PERMIT APPLICATION Permit # : os~ j s (' Job Address- LjjS j,-1 Description of Work: Historic District: Zoning: Date: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporliry 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 ^ Commercial Industrial Total Square Footage: _J Construction Type: # of Stories, t;L # of Dwelling Units: , Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Contractor Name & Address: State,License Nu Phone & Fax: `!= -t(=.J `J1 Ul — `'IL-Xontact Person: Bonding Company: Address: Mortgage Lender:r.%.- Address: Architect/Engineer: 5_2: ft'Sftrii+ir' ,' U l r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as management districts, state agencies, or federal agencies, Acceptance of pe it ' fi ation hat I will notify the owner of the property of the requirements of Florida Lien /FS 713, Sign ture of Own gent Date Signature of Contractor Agent Date Print 0 ent's Name Print Co for/Agent's Na e i Signat e of Notary -State of Flo a Date Signature of N'otarv-State of Ftorndn nate Oklq%'A .,-•- COULTONPATRICIA ORIIOwner/Age t Produc fOp,1A.ISStON NO. DD%I MY COMMISSION F..XP ; v" APPLICATION APPROVED BY: Bldl yb s initial & Date) Special Conditions: PATRICIA COULTON NOTARY PUBLlC STATE OF FLORIDA r/Ag Q0ih1 QNCN6 PQ04W Me d&IMCOMMLSSION EXP. iULY 26,2006 Zoning: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) l D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # 2 P12SUBDIVISION: BAKERS CROSSING ADDRESS 32 + BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1 J DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri U6 l,-leU Rrm J STATEMENT NUMBER 103-75694 DATE: BUILDING PERMIT PERMIT NUM(CITY) COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONE: JURI DICT ON: (V SEC: TWP: RNG: SUBDIVISIONS TRACT: 7Q PLAT BOOK: PLAT BOOK PAGE: BLOCKx LOT: ONNER NAME: / ADDRESS: APPLICANT NAME: ADDRESS: LAND USE CATEGORYn 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE - O dwl unit $ 705.00 1 $ 705.00 ROADS C(3LLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O SCHOOLS CO -WIDE O STATEMENT /^ RECEIVED BY: PLE E PRINT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,384,0O AMOUNT DUE 2,285.00 SIGNATURE: NOTE TO RECEIVING SIGNATORY/APPLICANT: ENSURE TIMELY PAYMENT MAY RESULT IN YOUR DATE: . 7+-... .... .... FAILURE TO NOTIFY OWNER AND 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 ON A BUILDING PGPMIT. P[RSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OP 0NORTHARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** Limited Power Of Attorney I hearby name and appoint: each agent's of D.R. Horton Inc. Couiton and ! 1:,L 4l O To be my lawful attorney in factfact to act for me and ply The Building Dept. of: l I'i n ,I i ri For a residential permit for work to be performed at: Lot # : 2- Subdivision: )akus rosy I Address: 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 Instrumenj was a knowledged before me this: Date: <2 130 By: Richard B. Ladd ( Contractor ) Who is personally known lo me. OFFICIAL N XRT SEAL PATRICIA COULTON State Of F rlda NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134M County o Orange MYCON4V,,:-,5 ?N P. ULY26 Notary Public Signature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE !J (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACC0UNT (1"ULL NAME) Y1C.: SERVICE: ADDRESS FAX 1l (407) 328-7367 M.A11..1NG ADDRESS(250 TURN ON DATE ZIP_ SINGLE FAMILY RESIDENCE v MULTI -FAMILY RESIDENCEDwn-p f A ex COMMERCIAL oey4 A^I La E t1f=:-C-{} Ci O y1; A C.'' : at C y '. SOCIAL WORK# 4D+j' .. C O J SECURITY##-( HOME# OWNER OF PROPERTY "7",r,r. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. whtN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. 1 MUST PAALLnilTTnuniur--nuAM,- SIGNED; yy. DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE_ CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT l , Two (2) recent boundary and building location surveys showing setbacksforstructures (not fences) from all structures to property lines for permit 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan Indicating footer sixes for all bearing walls. Provide lido vices detailsa. of these footers with reinforcement bar replacement. Floor Indicating Interior wall partitions and room Identification, a b. planroomdimensions, door, window, and/or opening sixes, smoke detector, location(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) Elevations of all exterior walls, east, west, north and south. FinishpC. floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearingonon -bearing Inter and exterior. Show all components of wall section. p a. Framing plan for floor jolsts where conventionally framed. Plan to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spneing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, mathods ofg, attachment, placement of handrails and guardrails. o h. Square footage table showing footageat 40 1Garages/Carports S.F. S.F. aPorch(s)/Entry(s) S.F. Patios) _ Conditioned structure° S.F. 3. Total (Gross Area) S.F. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 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 att 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. e. Arbor permiit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. O 6. Application to be completed thoroughly and signatures provided by it licensed and Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tlo beatbs - columns- calls 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE °2r SIGNATURE /-- By Own4err4mthor ize4Z—to h: C = fir?' Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number Address t _ _ ` ,:.Y, `o7— Clty/State/Zip a.l 01 Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip rnone at e;mau Phone & Email INSTALLATION ADDRESS: L— }! -- / SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:Ru Y DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVE_, N THE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date r ustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElancot1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, Inform the Customer of: n, any new or Increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obit atiolyPretreatmentPlanmaylmaIntatnedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsan. The nd conditions oficonagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. After thisthefifthyear, and per year. each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the ,area sbaitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing wa ea(s) under pier type structure, or as noted In "Special or Additional Comments". The Customer Agrees to notify. eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof olr so otherwise Into, onop or unandedthearea(s) baited. At no time will damage caused to any Portion(s) of the Structure($), even by an active wood destroyingInsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparngrnph,' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WINCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALL STICELSp WSiE - IMPLIEDEXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR W ANY ARRA.INTES, OFFURTHER, COMPANY HAS MADE NO A+ + ' WARRANTY OF WORKMANLIKE SERVICE. SERVICE PROVIDED HEREUNDER THA SCREATEDCT OR OR AMOUN7S'EDRELATING AN TO''HE PRODUCT ORCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitrntion or other legal proceedingEXPRESSAgainst TY' negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value economic, compensatory, Incidental, consequential, exemplary, Apex for event shall Apex be Iiable for any amount greater that amoulnt ,liquid ted,he rebleCustomer o or Apex for theservicekind, and in no, be performed. o SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)it is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. i. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that, All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for approprlate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System A. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relation ship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Partles) agree on use of it 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;, ($)retrieve, or advise Do`vElanco•or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowEianco or Its representative reasonable access to the premises for the retrieval of . the Components-, and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial installntlon. 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 iocation of any Station, or; (3) soll Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex 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 hold 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, st:'ikes, 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)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soli contact; (4)furn ture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute Arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance With and subject to all'thtprovisionsoftheUniformArbitrationActasinforceintheStateofFlorida, or the Federal Arbitration AM, 9 U.S.C. section 1, et sen, Thtproceedingshallbegovernedbyonearbitrator, 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 arbltrators wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotitclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbltration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties ancnootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identiflePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -inspection, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After thinitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa,FL 33510407.459-2847 407-858.0540 813., FL 3 5 800-929.2847 888-764.2847 813-221. 2847 PLOT PLAN DESCRIPTION: LOT 138, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 138 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 544 SO. FT, t TOTAL SOD 2849 SO. FT. t TRACT "A" LUSITANA WAY 50' RIGHT OF WAY g N9_0'00'00"E- 420.00' 85.00' 335.00' CENTERLINE OF w S:gRIGHT-OF-WAY F1 h 50.00' 8;" N90'00'00"E I 30 10' UTILITY EA EMENT AI 0 15 30 y 5.06, 5.0'4("5, 40.00' u / LOT 139 00 o o LOT 137 p 0 PROPOSED O O MODEL 2879 0 OOFINISHEDFLOORO Q ELEVATION-28.8 O O O Z 40.0' s.o' s.o N dnnq . 000"' "'IIIYYY N LOT 138 DRAINAGE TYPE B I11 LOT 124 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLW: 50' 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 OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.LR.M. COMMUNITY PANEL NO 120289 0045 E DATED 4 17 95 A Of 100 YEAR FLOOp PL BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 138 AS BEING S90'00'00" E PER PLAT. FIELD DATE;) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM42094, DRAWN BY: LOT PLAN 07-24-03 SDO N90'00'00"W 50.00' LOT 125 LOT 126 I i LEGEND I BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH POO POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PROPOSED ELEVATION OF CURVATUREPCCPOINTONCOINTPURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENTCONCRETEADENOTESDELTAANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALL) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK COW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CP CONCRETE PAD R RADIUS PPpLA[;TTE CS CONCRETE SLABPPpBNSsBOOKNAWALGRADE SO. FT. SOUARE FEET R/W RIGHT-OF-WAY ORB OFFICIAL RECORDS BOOK 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 LANDMw9w2. 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. 32801- (407) 426-7979 FOR 1ptr THE FIRM WILLIAM R. MU CATELL JR. SM//49 DATE t IYVf MiTeke MiTek Industries Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 April 4, 2003 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 : I4421339 thru I4421366. Total: 28 drawings. Job :DR2879D Builder :D.R. HORTON Location :BAKERS CROSSING, LOT 3 County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 This serves as t1fe *over sheet in conformance to Chapter 61 G 15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. April 4, 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 DR2879D Trusses included=28 0,"\DR2879D\aAre" 14421339 1,"\DR2879D\all,tre" 14421340 2,"\DR2879D\a7Are" 14421341 3,"\DR2879D\a9Are" 14421342 4;'\DR2879D\agabAre" 14421343 5,"\DR2879D\bl Are" 14421344 6,"\DR2879D\bgabAre" 14421345 7,"\DR2879D\bgab2.tre" 14421346 8,"\DR2879D\cAre" 14421347 9;'\DR2879D\cgabAre" 14421348 10,"\DR2879D\d,tre" 14421349 1l,"\DR2879D\dgabAre" 14421350 12,"\DR2879D\dgab2,tre" 14421351 13,"\DR2879D\eAre" 14421352 14,'1DR2879D\el Are" 14421353 15,"\DR2879D\fl9Are" 14421354 16,"\DR2879D\f22Are" 14421355 17,"\DR2879D\f22aAre" 14421356 18,"\DR2879D\f23,tre" 14421357 19,'1DR2879D\fg,tre" 14421358 20,"\QA2879D\j,tre" 14421359 21,"\DR2879D\k.tre" 14421360 22,"\DR2879D\kl,tre" 14421361 23,' R2879D\lAre" 14421362 24,"\DR2879D\11,tre" 14421363 25,"1DR2879D\mAW 144,21364 26,"\DR2879D\ml Are" 14421365 27,"\DR2879D\sAre" 14421366 i No. 45161 i Qs STATE OF st0FIM NAL 27, 2003 A WARly G - v.,y d.e yn pw metre andRMID NOras ON rsue e1v» PZVZRW a= RZPOJta VW. mmis...e, Design va®d for use only with Mltek connectors, This design b based only upon parameters shown, antl k for an IndMduol buNtlIng component to be Installed and boded verlbaNy. AppNaobWy of design parametersand proper Incorporation of component b respon"y of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary brocing to Insure stability during construction is the responslbllBy of the ereatot. Addltkxwl permanent brbchg of the ovmaN shuctum k the rssponslallty of the bukdinge designee. For general guidance regarding tobrbation. quokly control storage, deNvery, erection and bracing, consul CST-88 OuaBly Standard, DSO.89 Bracing SpecMcatlon, and HIS-91 MiTek® Handling InstaNmc lnaandIbMRecoil mssridatlon ovas10, able fromTrussPlateInstitute, $83 D'Onohlo Delve, Modkon, We 537 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates I /s" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates, For tabular plating format rotor to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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 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. MITeko CLIP MT PANEL FORM018,019'nuuL ORQl 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 14 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. 01993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421339 DR2879D A ROOF TRUSS 19 1 o tional ACCU-SPAN-TH, LONGWOOiL, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 6.0-12 11-7-0 17-1-4 23-2-0I-1.0-0 I i 1.0.0 6-0-12 "A "-4 6-0-12 Scale = 1:39.6 4A 4 6.00 12 2x4 \\ 2.4 3 6 6 2 3A = 6 7 3z4 = 3A = 5x6 = 7-10-13 15-3-3 _ 23-2-01 7-10.13 7-4.5 7-10.13 Plate Offsets X :0.3-0 0-3-0 LOADING (psl} SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 11b.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No;21) TOP CHORD Sheathed or 4-7-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No,3 REACTIONS (Ib/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2=197(load case 4) Max Uplifl6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4.5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6.7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard _a iFf Cii (t`9 vr No.4.5161STA R:ye AwAmNG - V'e W dseirt parstmetere andili6AD NOTES ON nutAND mv+ERald afDE iflwvm USs. wwl® Design void lot use only with bkek oonneclam TMt design M based only upon patamsers shown, and Y lot an ktdlvldual building component to be InstoNed and looded vertically, Applicability of design paametess and ptopet ktcotpotatlon of component It tesporeDNtyof building designs" - not huts designs". /wcing shown Is, fa latetal Wppott of ktdtvldual web membets only. Additional empotory btacktg to ktnws sloblily du" construction b the tespon"y of the eteclo". Additional pe"monent biboktg of the ovesol abthe uctueeIttesponsbW of the bukRrp dsWww. Fos gsnetal puktance tegaidklg lobticollom qualitydelivery, election and btad yoonhotstorage, delivery, N. ttd QU-ltamkq tl d, 088-W Naepeor"llisim and HIN-91 MiTek® Nondling kntaNktaandItaoltrgNeaa111menslattanilablavaettomTtunRatekntNute, 3e9 D'Onokb Dthe, Modkom W163719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'la * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1 securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0N1a joint and embed fully. Avoid knots and wane plates/e" from outside edge of O d ti at joint locations, truss and vertical web. o 4. Unless otherwise noted, locate chord splices I pl at /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, j 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 11MR011R Job Truss Truss Type city Ply HORTON 14421340 DR2879D All ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-0 5-9-4 11.0-0 12-2-0 174-12 23-2-0ii + 1.0-0 5-9.4 5-2-12 1-2-0 5.2-12 5.9-4 wale -1:401 06 = axe = 4 5 6.OD 12 3x4 i 3x4 3 6 a 7 2 3.6 = 11 10 9 9 3xe - 2x4 11 3x4 = 5.6 = 2x4 II 5.9.4 11-" 12-2-0 174-12 23-2-0i 5-9.4 5-2.12 1-2-0 5-2-12 5-9.4 Plate Offsets X 9:0-3-0 0-3.0 LOADING (psfl SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL V.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Na.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X4,SYP No:3 REACTIONS (Ib/size) 7=1071/0.4-0, 2=1167/0-4-0 Max Horz 2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES (1b) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=-579, 4.10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. S IS LOADCASE(S) Standard _• Ffr V,; Q No. 4.5161 • ,k SATATE 4F ORID AL Awmr MNQ - verW design parameters and JUMD NOrZS ON THIS AM MVZRW sroa BIf;"Rff E=- Design vaild row ups only wish Maek ootlnectatt This design k based only upon parameters shown, and b for an hdWual buhing component to be Instaled and boded vedlcaty. Applicability of design potamsten and proper hootpotatbn of component is tesporabllty of building designet - not truss deslgnet. &acing drown k for loletal tuppod of Individual web members only. Additional tempmaw bracing to hpue dabkty duthg condtuctbn is the wesponsldNiy of the ereofa. Additional permonent biarchg of the ovetal pfuctute It ttwe tefponwibllty of the building deslgnew. For general guidance tegotdhg tobdoatlon, quality conhot Nologe, dettrety, eteclbn and btochg, consul OST40 dually pastdard, Dilil-aft Bracing speoMballon, and HIN-91 MiTek® Mantling Insfalhg and ilhgrecafeaammenderllots available fwom Twuss Plate Imflufe, 603 D'Onokb Dilve, Madison, Wt 63719. Symbols Numbering System AGeneral Safety Dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propedy 13/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property t securely seat. J2 J3 J4 owner and all other interested parties.. A TOP CHORDS 2. Cut members to bear tightly against eachTc7cs other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates I A" from outside edge of 0 o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/a length(+ 6" fromcepanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, "rf no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. s 15. Care should be exercised in handling, t TM PANEL erection and installation of trusses. 1"3 M#ek Hoidings, Inc. CLIP FORM fMR0,WR 0 Job Truss Truss Type Qty Ply HORTON 14421341 DR2879D A7 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, L NGWOOD; FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-", 3-9-4 7-0-0 11.7-0 16-2-0 i 19-4-12 23.2-01 1-0.0 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-94 Scale = 1:40.0 US = 3.611 US = 4 5 6 6.00 12 20 3 A 8 2 d1 ImUS = 11 10 9 US = 3z4 = 5u8 = 3z4 = 7-" 11.7-0 16-2-0 23.2-0 7-00 4-7-0 4-7-0 7-" Plate Offsets X 2:0-8-0 0-0-6 4:0-1-12 D-2-12 6:0-1-12 0-2-12 8:0-8-0 0-0-6 10:0-4-0 0-3-0 LOADING (psfj SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL %.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No:2D 'Except' _ TOP CHORD Sheathed or 3-1-6 oc puriins. 4-6 2 X 6 SYP No2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No2D WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 8=2140/0-4-0, 2=2231/0-4-0 Max Horz 2=135(load case 4) Max Uplift8=-1472(load case 5), 2=-1568(load case 4) FORCES (lb) -'first Load Case Only TOP CHORD 1-2=17, 2.3=-4117, 3-4=-3944, 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11-3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3.11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift atjoint 8 and 1568 lb uplift at joint 2. `I p5) Girder carries hip end with 7-0-0 end setback i*' G t7 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down _ `.•• "'••••,• and 528.0Ib up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. `Qr (,•j7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i`••' LOAD CASE(S) Standard * %• No. 4.5161 a1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) -.0 Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=41.7, 8.9=-20.0 .4• Concentrated Loads (lb) 0— .i4T Vert: 11=-603.2 9=-603.2 .• A% ss ` sA•j si LVAmm - vsrW 4sslpat pamawura and Rww XOTES oN rmw AIITD R8+ mo BIDE Bamm um. as w Design valkt tot use only wlth Mifek connSK401 . This dodgn It based only upon parameters shown, and k tot on hdMduol building oomponent to be hstosed and loaded vertloally. Applaabillhly of design patam•tea and ptoper homporatlon of component Is tesponslbNly of building deslpnet - not truce designer. lkochq shown k fall lateral support of buVAdual web members only. Additional temporary broahq to haee dabWV durhg tsonsttuotlon k the mspon"y of the owelor. Additional pomaneM bAwbg of the overall shuctu o b ttte wsponsDRy of the buklkp deslgrrer. For genetal quklar" tegatdhg tabdontlon. Quality aonho4 dotage, dellvwy, etectlon and brachq, comWt Off -as QuaRy Narldtsrd. 081.39 Ilraro oing ipeeMbotim and HIS-91 MiTek® a and trochg Wwomersdallon availeObloom Truce Plate hatNute, 693 D'OnoNb Dave, Madbon, WI 63719. Handkogktstallhm 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 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING nA Indicates location of joints at which bearings (supports) occur. M Teke s PANEL TM CLtP FORM018,019 Ci4"'n1°" NMRO,A/RO j&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'f 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, I M Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421342 DR2879D A9 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH•LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 4-9-4 9.0-0 14.2-0 184-12 23.2-0iFi 1-0-0 4-9.4 4-2-12 5-2-0 4-2-12 4-9.4 Sole: 1:40.1 4.6 = 4x6 = 4 5 e.o0 i2 2 4 2x4 i 3 6 a 7 2 3.6 = 9 e 3.6 = 3A = Sxe = 0 14.2-0 23-2-0i 9-" 5.2-0 9-0-0 Plate Offsets X 8:0-3-0 0-3-0 LOADING (pLf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 480 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS (ib/size) 7=1071/04-0, 2=1167/0-4-0 Max Horz 2=1 63(load case 4) Max Uplift7=-570(load case 5), 2=-670(load case 4) FORCES Ob) - First Load Case Only TOP CHORD " 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=•341, 4.9=299, 5-8=310, 6-8=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4,2psf; BCDL=5.0psf; 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 drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t 13 f l LOAD CASE(S) Standard ......••• ii ` Cs t NO, 45161 = ,k 3 iAFE OF •. AWARMNO - VerM doelow pamnwters and REM NOTES ON TRW AM REVERSE SM 89PORE US& Design valid tot use only with Mitosis amnsctom This W*Tn is bat4rd ** upon paµamehM shown, and is rot an IndliMuol building component to be lnstored and loaf vedkgft AppIGaDM1y of design'patamN+n and poper Inootporalbn of componNnt is tsaponWrly of buldkV O*dWm - not truss NiloonsItuallonIsthemembeftldruetunAdditional isparsDMy, respond y oft tho somota. Additional psrmanrint tKU0Vof the ovealis Ow t. o hebWtring d t. penaal Wltlonee tegotdkq tubrk atIM cpx&y conkalL domes, d..oy. «.ation and txocks% l =41111 duality Randard. D66 60 twang 6peaMboMon, and 010-91 MiTek® ItancOnaIrriallnaandUpRecar6toanmsudoMmavallablenomTtunRoteInstitute, 563 D'OnoYb Drive, Maths, W 163719. 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 format refer to the Mffek/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 4e continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ct w o WEBS J5 o '_ o O a O U 2 a ce cr C6O 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 e MiTeke r Z e u1 PANEL Tm AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 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. Pk3te type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, ` erection and installation of trusses. OO 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Oty Ply HORTON 14421343 DR2879D AGAB ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, L NGWOOI9, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1-0-0 6-0-12 11-7-0 + 17-14 i 23 2.0__ i 1-0-0 6-0-12 5-" 5-6.4 6-0-12 Sale - 1:39.6 US = 4 6.00 12 3 6 6 2 ri y 3x4 = 6 3x4 = 3x4 = 5x6 = 7-10-13 16-3-3 23-2-0 7-10-13 74-5 7-10-13 Plate Offsets X 4:0-2-0 0-0-$ :0.3-0 0-3-0 22:0-0-0 0-0-0 LOADING (pst SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7.8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 'F0.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.7-0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2=197(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4.5=-1485, 5.6=-1713 BOT CHORD 2-8-1507, 7-8-1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) 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. 1] 5) Gable studs spaced at 2-0-0 oc. ! 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. ..' + •, It7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint •; i 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' ••+; LOADCASE(S) Standard SATATE OF AwAMNG - verW 41leslpn ,parameters and P.&W rose ON 9'KIS AND xc1;-artsa SMS ea roxa Vela. •• Design volkd for use only with Mliek connectors. Ink design Is baled only upon parameter shown, and Is for an Indk4 dual bulldkrg component to be Instahed and loaded vodloaNy, AppNaob My of design potornotom and ptoPei inowporation of component 6 tesporubilty of building designer - not huss designer, Bracing shown It for Metal suppod of individual web members only. Additional temporary brochg to Insure stabNlty during construction Is the responsbaly of the ereetot, Additional permonent b0j-. ng of the ovetoN structure 6 Me responsbgity of the building designer. Fat penerol guidance tegarding fabtioaiion, quoMv conhol. stotoge, d*Wgry. erection and btacing, consult QST-aS Qual ly Standcud, DSO.89 Bracing Specification, and MIN-91 MiTek® Handflnu InslaMkgtand Ntoaft Itecommendatlonavolablehom Truss Mte Institute, 663 D'Ono6io Drlw, Madison, W163719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Prope ft 134 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/9 4 J2 J3 J4 TOP CHORDS owner and all other interested parties., 2. Cut members to bear tightly against each other. O a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 joint and embed fully. Avoid knots and wane plates from outside edge of d O at joint locations. truss and vertical web. d a 4. Unless otherwise noted, locate chordsplices iC, o at /4 panel length(* 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating formal refer to the MRek/ Gang-Naff Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MTek® r, k TM PANEL FORM018, 010 C:A A-NAIL HMR04UR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421344 DR2879D 61 MONO SCISSOR 25 1 o tional ACLU-SPAN-TH, L NGWOOID, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 110Oi 5.912 i 11-2-2 1 16-10-0 1.0-0 5-9-12 5-4-6 5.7-14 Seal. = 1:49.3 3x4 = 6 5x8 4 5 I 6.00 12 210 II 4 5x8 . 3 2x4 11 aaqq 8 q 3.8 3.00 12 2 9 1 US s 3x4 m 5-9-12 11-2-2 + 16-10-0 16.11-12 5-9-12 5.4-6 5-7-14 0-1-12 Plate Offsets X 3:0-3-0 0-3-0 5:0-3-3 Ed a 5:0-2-15 0-1-12 9:0-3-0 0-3-0 LOADING (ptlfj SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (Ib/size) 5=873/0-3-8, 2=87210-8-0 Max Horz 2-726(load case 4) Max Uplifts=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP"CHORD ` 1-2=15, 2.3=-1924, 3-4=-1048, 4-5=-1048, 5.6=-23, 5-7=55 BOT CHORD 2-9=1737, 8.9-1734, 7.8=-0 WEBS 3-9=109, 3-8=-747, 4.8=-399, 5-8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parbally;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. , -L75) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. D 13V 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331..••""••. 4••ilFl+,gii' j`'•' LOAD CASE(S) Standard ; NO, 4,5161 Nr STATE OF V ww MNO - VerW dssiIIn parameters and 1' M NUMB ON THIS AM MVXJ 6 KM R&MRN UW- ••• Design voNd for use only With MRek aonnecton. This design k based only upon parameters drown, and Is lot an individual building component to be tnstased and loaded vertically, ApplicabMly of design paiometen and proper Incapoiatkm of component It responsibility of buNding designer - not truss deslgnet. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabNNy during construction Is the iesponsibUtly of the etecto Additional permanent btbcing of the overaN structure Is the reeponslbNRy of the building designer. For general guidance tegaiding fabrication, quality cannot stoiage. deNvety, erection and bracing. comll OST-88 Quality Standard, 091.89 Bracing Specification. and 1,1I2-91 MiTek® Mond" Installing and Bracing Recommendationavailable tiortr Tiuss Plot* USteInstitute, D'Ono610 Drive, Madison, WI 63719. Symbols PLATE LOCATION AND ORIENTATION t'b * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely 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-Nall Joint/Plate Placement Chart. 4_AI4Eff ill 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 4e continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 Q 0 v a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 JS 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 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 El0 MTek' Nrlvao nia® t TM PANEL CLIP General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puffins 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. O 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421345 DR2879D BGAB MONO SCISSOR 1 1 o bonal ACCU-SPAN-TH, hONGWOQD, FL, MiTek Industries Inc. 5,000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 5-9-12 1 11-2-2 1 16-10-0 1-" 5.9-12 5.4-6 5-7-14 Scale - 1:46.3 3z4 = 6 5x6 4 5 2x4 II 6.00 12 2x4 II 20 II 2x4 II 4 2x4 II II 5.6 d 2x4 II 3 7 411 2x4 II 2x4 II II 2x4 2x4 II 6 3z6 2x4 II 2x4 II 3.00 12 1 2 2x4 II 5x6 c U4 0 5-9.12 i 11-2-2 16.10-0 16-11-10 6.9-12 5-4-6 5.7-14 0-1.10 Plate Offsets X 3:0-3-0 0-3-0 5:0-3-3 Ed a 5:0-2-12 0.1-13 9:0-3-0 0-3-0 LOADING (ps4 SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL TO Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL $0.0 Code FBC2001 1 st LC LL Min Vdefl = 480 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP Noi3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift6=-707(ioad case 4), 2=424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4--1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3.9=109, 3-8=-747, 4.8=-399, 5-8=1355 NOTES (a) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity ` Dy + capacity of bearing surface. 13 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift atjoint .• j • 2. 6) Beveled to full bearing : ri' tt`'•4plateorshimrequiredprovidesurfacewithtrusschordatjoint(s) 5. 7) Gap between inside oftop chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Truss Engineer: Junaidie Budiman, PEft45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331' LOAD CASE(S) Standard STA NAL WARM NO - Vorft destya pww w hers wW RXM Moral ON TAM AND MISRBE MX 9Edr M V=- ••••• 0 Design vorid for use only with MRek connectoa This design is based only upon parameters shown. and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation or component is responsibility of building designer - not truss designer. Bracing shown k lot WNral support ofindividual web members only. Additional tempolory bracing to Insure stablilty during condmollon is the tesponsiblilty of the erector. Additional permanent brlaIalnq of the overall structure is the respon"V of the building designer. For general guidance tegatding fabrication, quality contiol, dolage, dellvety, etection and bracing, consull CST-86 Quality Standard. OSS-89 Srocing SpecMlcotlon, and NI111-91 MiTek® Handling Installlnq and •racing Recommendation available ham Truss Plate institute. 583 D'Ono6W Drive. Madison, wi 53719. Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches, Apply plates to both sides of truss and securely seat, L L 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 MfTek/Gang-Naff Joint/Plate Placement Chart. 0 Q 0 0 a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. mi! MiTek® PANEL40CLIP FORM018,019 OffDRO,A/R® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6' from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1M Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421348 R2879D BGAB2 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, M1Tek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 r-1 5-10.8 11.2.8--16-10-0 1-0-0 5-10-8 5.4-0 5-7-8 2x4 11 Scala: 114"0' 11 2x4 II 10 2x4 II 6.00 12 3x4 i 9 8 2x4 II 7 W N\ 2x4 11 411 21 20 II 6 5 5x6 y 4xt II 24 20 3 x II 3 q II I 2 1 3x4 _ 1B 16 17 16 15 14 13 1 2x4 II 2x4 II 2x4 II 30 = 20 11 2x4 11 5x6 = 3,5 = I 8-" 16 10-0 8-6.8 8-3.8 Plate Offsets MY1 [3:0-3-0,0-3-013:0-3-0,0-3-01 LOADING ( psi SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 12 n/a BCDL 1*.0 Code FBC2001 Matrix) 1 st LC ILL Min I/deft = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No:2D TOP CHORD Sheathed or 5-9.15 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No;21) BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No,3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS Qb/size) 12-764/0-1-8, 2=87710-8-0 Max Horz 2=708(load case 4) Max Uplift12=-664(load case 4), 2=-442(load case 4) FORCES Qb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4--1136, 4-5=-1034, 5.6=-872, 6-7=-827, 7-8=-795, 8-9=-111, 9-10=-38, 10-11=41, 11-12=-124 BOT CHORD 2-19-992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383,16.24=417,16-23-354,22-23=424,8-22=542,8-21=-736,20-21=-722,12.20=-737,10-20=-94,13-20=-72, 9- 21=27, 14-21=7, 15-22=129, 7-23=-75, 6-24=6, 17-24=53, 4-18=90, 3-19=-56 NOTES ( 5) 1) Wind: ASCE 7.98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. 5) Truss Engineer: Junaidie Budiman, PE*45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _` 4••Y iFfC+,, G T••1 LOADCASE(S) Standard No, 4.5161 s• STATE vF •.- Z 0gi NAB. A WAXWNO - VerW design pama4etwv and MLW NOTES ON TMS AND REVERSE SM AIR PORE I =- Design valid tot use only with MRek connectors. This design Is based only upon potometets drown, and Is fat an Individual building component to be Instaned and loaded vertically. Applicability or desgn parameters and proper Inoctpotatlon of component Is iesponslblilly of building deslgn*t - not buss designer. Bracing shown Is lot latetal support of Individual web members only. Additional temporary bracing to Insure stability during conshuction Is the tesponslbtllty of the *recta. AddRbadl petmanent bNoIng of the ovetdN shuctuw is the tesponslbOy of the building designer. For genetal guidance regarding fobticatlon, quality oonhol, dorags, delivery, erection and biocing, consuB CST-88 Quality standard, DSS-89 SrookV Specilloatlon, and NIB-91 M Tek® NondllnaInstallingandSracrnpRecommendaflonavailablehomTrussPlateinstitute, 583 D'Onol o Drlve, Madison, W 153719. 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. r1 For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall! Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c WEBS J5 O 0 U a ' ; O O U F- a ca c7 BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO 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 El M Teks 4® in vao,ua Tu PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mtek Holdings, Inc. Job Truss Truss Type oty Ply HORTON 14421347 DR2879D C ROOF TRUSS 1 1 o tional ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 5-2.4 9-10-0 145-12 19-8.0 20-M1 } I 1-0.0 5-2.4 4-7-12 4-7.12 5-24 1-0-0 Scale L35.1 4x6 = 4 6.00 12 2x4 -1 D14 3 5 2 6 6 3x4 = x8 = 30 — 9-10-0 19-8-0 9-10-0 9-10.0 Plate Offsets X 8:04-0-0-3-0 LOADING (psf SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 list LC LL Min I/defl = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-4-2 oc puffins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) 2=1000/0-4-0, 6=1000/0.4-0 Max Horz 2= 161 (load case 4) Max Uplitt2=-605(load case 4), 6=-605(load case 5) FORCES,,, (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3.4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6-8=1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2pst•, 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 6. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard lIDI 13 No. 4. 5161AtSTATEOF foa o!' ANAL ' Awmtmm - verUk dewpit parameters and am xaraa oN rms Am Rcvznw smds BB,FORB Em. ® Design valid for use only wish Mlfek connectars. This design k based only upon parameter shown, and k for an IndlMucl bulding component to be Instatied and loaded vsidlooly. AppSoablly of design parameters and proper Incorporation of component k issponstb0ty of binding designer -riot truce designer. Siccing shown k for loteal support of Individual web members only. Addlilonal tempolory bracing to irsuis stabilty durIng construction Is the responsblNty of the sisoto. Additional pemanent Whicing of the oveol stiucturs Is the responsibility of the bulding designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult QST-89 Quality Standard. DSS-89 !racing Specllcatlon, and HIS-91 MiTek® Handling Mstaillm and Srookm RecammsrWdlonavolabM from Truss Plots Instlute, 583 D'Onofrlo DiNe. Madison, W163719. 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 r/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 Welk/Gang-Nall 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 continuous lateral bracing, BEARING nA Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS 0 Q a 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. 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 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations, a 4. Unless otherwise noted, locate chord splices o at I /4 paned length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CttP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, erection and installation of trusses. 1 M Mifek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421348 R2879D CGAB ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, L NGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 o 5.2-4 9-10-0 14-5-12 i 19A-0 — i220-13-0 1 1-0-0 5.2.4 4-7-12 4-7-12 5-2.4 1-" Scale - 1:35.1 4.6 = 4 2a4 II 2x4 II 6.00 12 2X4 0 294 6 3 5 2k4 II 20 II 2x4 II 4 II 411 2x4 II 0 0 x8 II II 2 r7l 6 r+} 1 t I 2x4 11 2x4 II 2A II 2x4 11 a 2x4 11 2x4 II 2A 11 2x4 II U4 = 5x8 = 3A — 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3-0], [18:0-0-0,0-0-0], [19:0-0-0,0-0-0], [20:0.0-0,0-0-0], [21:0.0-0,0.0-0], [22:0-0-0,0-0-0], [23:0-0-0,0-0-0], [24:0-0-0,0-0-0], [25:0-0-0,0-0-0], [26:0-0-0 0.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP Noi2D BOT CHORD Rigid Ceiling directly applied or 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/04-0, 6=997/0-1-8 Max Horz2=161(load case 4) Max Upiift2=-607(load case 4), 6=-600(load Case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=-360, 4-8=540, 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.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. r 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" iC T 4) Gable studs spaced at 2-0-0 oc. ` G 13 rrrre. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. .•" • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 600 lb uplift at joint•eeZ s [ F 6. • i (•' 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t LOAD CASE(S) Standard ' No. 4.5161 STATE OF ia ., 21iNe*rpe L AWARINOM - Ver* 4leshM parameters and READ N0rZS ON THISAND REVERSE SIDE BEFORE UM. s srr Design valid for use only with Mltek aonneatas. This design k based only upon potamete s drown, and k tot an Individual building component to be Installed and boded vertically. Applicability of design parameter and ptopet hcorpcxatbn of component k tssponaRapny of building detignet • not huss designer. &oche shown Is dot fateral support of Individual web members only. Additional temporary btocing to Insure dobNMV dulling construction k the wsponslbNlty of the eteclol. Additional petmonent bAsoing of the overall shuctute is the wsponslill of the building designer. For general qukdance regarding fabrication, qualty cantiol, storage, delvery, woolon and biochq, consuff QST48 Quality Standard. DSI•89 Racing SpecMdcalliM and Hilt-91 MiTek® Handlina NstoMwokq lnaandIItecamrnerrdaHonavolabls Truss Plate, TrPlate Institute, 693 D'Onolrb Drlve. Madison. WI63719. Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 114 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 1„ TOP CHORDS 2. Cut members to bear tightly against eachr2 " other, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; 0 joint and embed fully. Avoid knots and wane plates from outside edge of o 4 at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices I14 length(+ 6" from caatpaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4eunlessotherwisenoted, SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ MTek® 15. Care should be exercised in handling, TM CLIP EL erection and installation of trusses, O 1"3 Mitek Holdings; Inc. FORM019, 019 owns-aAtt RID -MR 0. Job Truss Truss Type Qty Ply HORTON 14421349 DR2879D D SCISSORS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1 0 0 3-10-11 74-0 10-9-5 14.3-0 , r F i 1.0-0 3.10-11 3-5-5 3.5-5 3-5.11 Scale • 125.7 06 = 4 6.00 12 20=_ 5 3 7 2 1 1 3.00 12 3x4 US ll 5. i 7.4-0 14-3-0 74-0 6-11-0 Plate Offsets X 6:0-0-8 Edgel, 6:0-3-3 0-9-6 LOADING ( psig SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress lncr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 19.0 Code FBC2001 1st LC LL Min I/deb = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4"SYP No.2D TOP CHORD Sheathed or 5-1-9 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=838/0-8.0, 2=742/0-8.0 Max Horz 2=141(load case 4) Max Uplitt6=-353(load case 5), 2=467(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 4-5=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6.7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001, 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category Ili; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joints) 6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 1 + { 13 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding353 lb uplift at joint 6 and 467 lb uplift at joint ,Dk - 2. 5) Beveled plate or shim required to provide full bearing surface with truss Chord at joint(s) 6. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ;' C3 'r 0 LOADCASE(S) Standard ' * No. 4,5161 0 a * : STATE OF L AWARMrw - Ver{ jjf deatyftparameters and p.&w NIoTSB WY Two AND REVERSX SMS 88MR6 USX. Design valid for use onry with MRek oonnectoa. This design is based only upon pawmeten shown. and is for an Individual building component to be Instalied and loaded v*0kX y. Applicability o/ design patorlleelt and proper hdxxpomflon at component k responstWy of bulding dsslgnst - not truss designer. ( Nacing shown Is fa Wolof Support of Individual web members only. Additional fempoiary blocing to h,we slabMry during condluction is the iespon, k>tMy of the emotot. Additional perrnanent 0scing of the ovstall structure is the tespondbMly of the buldhg designer. F01 general gV1ftnce iegoidhg laWcatlon, quality awntiol, stotage, delivery, erection and bwchg, consull OU-ass Quality Vandord, Dbt-89 tracing EpeoMloation, and HIS-91 MiTek® HandlingIrslaMMandIlfackoReeominsndationavWabohPlomRussatebaInstitute, gD'Onobio Drive, Modbon, WI63719. Symbols PLATE LOCATION AND ORIENTATION 11/4 * 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 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 Mffok/Gang-Nall Joint/Plate Placement Chart. 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 0$ 01' continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 MoNWEBSQ U O 0. Oace O0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-1\1, 93M13-N, 910080-N mi! MiTeks 7M PANEL ' CLIP HYZW0,WR® 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 I/4 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, IM Mitek Holdings-, Inc. Job Truss Truss Type Qty Ply HORTON 14421350 DR2879D DGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOQ, FL, MiTek Industries Inc. 5.000 Is Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1-0 7-4-0 14-8-01 1-0-0 7.4-0 7-4-0 Scale: 1,25.6 4x6 3 2x4 II 2x4 11 6.00 12 2x4 II 2x4 It 4 91 l 2x4 11 2x4 II 5 2x4 11 2x4 II 30 = 2x4 11 3x4 = 7.4-0 14-8-0 7-4-0 74-0 Plate Offsets X 10:0-0-0 0.0-0 11:0-0-0 0-0-0 12:0-0-0 0-0-0 13:0-0-0 0-0-0 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.32 Vert(TL) -0.07 4.5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 4-10-1 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 (Ib/size) 4=671/0-1-8, 2=774/0-8-0 Max Horz 2=141(load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5=646, 4-5=646 WEBS 3-5=143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parUally;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8 Provide mechanical connection b others of truss to bearing late capable of withstanding 377 lb uplift at joint 4 and 482 lb uplift at joint .••""•••• y ) 9P Pa 9 p 1 P joint y J•.••+ JF7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •' LOAD CASE(S) Standard •' * No. 4,5161 10 STATEOF AwARmNG - varft 4eeign pararhetere ww Rmw xorss ow Tws Am mvzRw sma ssrom USC. Design valid for use only with MITek connectors. This design is bated only upon parameters shown, and Is lot an individual building ocmponent to be installed and loaded vertically. App*MbWy of design parameters and proper Incorporation of component b rsepongbWfy of building designer • not truss designer. Bracing shown b far Wteral support of WOMUal web members only. Addpbnal lemporary bracing to Inswe stabOV during construction is the tesponsi Y of the ereclot. AddSk" permahlnt brlseing of the overall structure is the responsibWy of the building designer. rat general vuidonce regording fabrication, quality cortho6 storag+t, delivery, lrectbn and bracng, contull CST-88 Quality Slandord, 0811-1119 Siccing Specification. and 1110•91 MiTekHandioVAaingInMandSraalingaenecommddoniavollablefrlaDrfromTrussPlateInstitute, 683 D'Onoive, Madison, WI 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. 0 Q For 4 x 2 orientation, locate 0 X plates I/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular pkitln9 format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 0-N87004, 930013-N, 910080-N BEARING 187004A, nA Indicates location of joints at which bearings (supports) occur. MTeks PANEL TM CLIP FORM018, 019 MYDRO,A/R® General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. 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 tracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1 M Mdek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421351 DR2879D DGAB2 MONO VAULT 1 1 optional) ACCU-SPAN-TH, L NGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 2715:40:27 2003 Page 1 10 0 14-M 1-" 14-e-0 2.411 Scale = 142.2 4 6.00 12 2x4 II 20 It 20 11 5x6 i 2x4 II 3 2.411 II II 29411 6 20 II W 2 2x4 II Sx8 Nj 2x4 II 1 3x4 3.00 12 5 3x4 zZ 7.6-0 14.8-0 7-" 7-2-0 Plate Offsets X 3:0-2-8 0-3-0 LOADING (ps4 SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.08 5 n/a BCDL 1a.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2D TOP CHORD Sheathed or 3-4.13 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP N0 2D BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8, 5=680/0-1-8 Max Horz 2=621(load case 4) Max Uplift2=-376(load case 4), 5=-594(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-6=724, 3-5=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joints) 2, 5 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify 1 C r i capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. `` ;.•""e''•+• iF6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint '.Ga Q it j • , 5. • (t` S 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. ••• 8) Truss Engineer; Junaidie Budiman, PE*45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard .0 a k 4 S-TATE OFAt an 44 Le AwAmm - ver W 4%efilrt panxilisaws and Ra o NOTES oN Tars AND REv6Rsa sagas wroRw Em. •••• Design valid tot use only with Mlfek connector. This design k based only upon patametsr down, and Is fa on Individual bulding component to be Installed and looded vedl o711y. Appk*bMy of design parameter and ptoper heoipotatlon of component is rssponsDMly of building dedgnsr - not hues designer. Siccing shown Is tot ioferatwpport of Individual web members OW. Additional temporary bracing to Insure stabllty during construction Is the tespon"y of the erectol. Additional permonisnf bibcYtg of the overall shuctum b the responsbov of the bulding designer. For general guidance regarding fabrication, quality conbal storage, deilvery, etectlon and brochtg, consun QST-ae Quality Standard. o:11•e9 Sraoktg Specification. and HU-91 MiTek® Handling 4utoNlrtg and Bmc tg ftoomrnd entdlCnavollablehom Truce Plate Institute, f s3 D'Onafrb Drive, Madison. WI63719. 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 securelyseat. 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 rotor 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 nA Indicates location of joints at which bearings (supports) occur. 0 cc r 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 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 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 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. mi! MiTek® PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, site 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. 01 M Mitek Holdings,, Inc. FORM018,019 Job Truss Truss Type Qty Ply HORTON 14421352 DR2879D E ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOQ, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 2715:40:28 2003 Page 1 1.0-0 4.2-0 8-4-0 9-4-0i1 1-0-0 4.2-0 4-2-0 1-0-0 Scale -V TO 4A = 3 6.00 12 4 2 Li 5 f 2x4 II 6 20 = ZA = 4-2-0 8.4-0 4-2-0 4-2-0 LOADING (psQ SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.Q Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deb = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No:3 REACTIONS (It1/size) 2=464/1.4-0, 4=464/1-4-0 Max Horz 2=-86(load case 5) Max Uplift2=-309(load case 4), 4=-309(toad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-372, 3-4=-372, 4-5=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3-6=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASEjS) Standard pvE 8 La ikNo.451fi1 pC 0-TATIEOF J At er AwARiy NG - Verft design parameters and READ morso ON TICK AND REVER8IC 8WE 9z"m um. Design void for use at* with Mgek aonnecfara This desgn It based orrly upon paanetea Blown, and tot an 1ndlvldv01 building component to be Installed and Loaded vedio alit. AppkrabMly of desgn paameNa and propel Incorpotatlon of oomparent k tesporalblly of building dedgnet - not five designer. 6f=1ng 6hown k 10111010101 supped *1 IndNldual web membets only. Additional tempotay btooing to k,sae stability dutkrg construction k Me fesponslbYly of the *mcta: Additional permanent braoing of the ovetal dructute k 1M tespotuDgly of the bulding designer. For general guklance regarding tobrbation, gwMy Confect storage, dNiwry, «eaflon and b+adng, coma CST-W Ouolify Sandord, Dfl-0 lroakq 1peoMoafti,, and NU-91 MiTekHand" Wisiti ifs and Stoakom qtwmendallmen avakdAefiaTtussPlateIntlllute, 683 D'Onobkr Delve. Madison, We 53719. Symbols PLATELOCATION 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. 7 0 cc Lj"j*For 4 x 2 orientation, locate v plates 1 A!, from outside edge of o trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/ Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur, e MTek® PANEL TM CLIP FORM018, 019 MMRO-Ala0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressfy 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 puffins 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. I S. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings; Inc. Job Truss Truss Type oty Ply HORTON 14421353 DR2879D E1 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 4.2-0 i 7-M , 1-M 4-2-0 2.10.0 4a8 o SCale = 1:16.1 3 em Fi-2 4 2 2A= Sae= 2A II 6 5 402 II 4.2-0 7-0-0 7-3-8 4-2-0 2.10-0 0-3-8 Plate Offsets X 4:0-3-30-0-6 LOADING ( psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TGDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS ( Ib/size) 4=319/0.3-8, 2=416/0-1-8 Max Horz2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES ( lb) -First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 4.5=260 WEBS 3-6=84 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45181. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard•QI iFI;tf.•, y No. 4.5161 s STATE OF .• Aw. l MNO - v*rW design parameter* and R&W Noes ON Tars Alva 1l6VRMW WOR BEMRB X=. ems® Design voW for use *nine with MlIek connector. This design Is based onry upon paramNsn shown, and M for on Individual buk*tg component to be installed and loaded vertlooly. Applooblily of design paramsfen andproper, bootpoalbn of oomponent It responsbilly o/ burdklg designer - not hues Nil deslgnei. booing shown Y foe lolerd wppod of Individual web members only. Additional Wmpotory btackg to I n so dabMlly, durkg construction Is me tespon" y of the etectot. Additional petmon*nt kxlx ing of the overal druclurs Is the respondbMy, of fhe building designer. For general guidance tegatdksg tabtk otbn. quality conha, storage, dsflvery, ~Ion and broc g, oonsull QU-es Quality 91oridond. D35-89 booing ipeoMooft% and HIS-91 MiTek® ltandlinakrlaingandInsokMoommesWaigtlonavalabrtNhomTnmMWksute. 583 D'Onokb *five. Madison. W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Fallure t0 FOIIOW Could Cause Property is/,4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. a WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , , ; joint and embed fully. Avoid knots and wane plates i/s" from outside edge of o a X at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chordsplices at / 4 length(± 6" from paneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility s tY of truss fabricator. General WEB$ ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVAL$ 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, PANEL , CLIP erection and installation of trusses. 41993 Mitek Holdings, Inc. FORM018, 019 Hx' QAIR 0 Job Truss Truss Type Qty Ply HORTON 14421358 DR2879D FG ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LO,NGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9-7 7-3-6 10-M 12-" l 16-5-7 F 20-5-0l 3-9.7 3-5-15 3-5-15 2-0-1 3-8-1 3-11.9 S¢N4 = 1:33.3 2x4 11 7x6 = 7x6 = 64 = 6x6 = 6x6 = 4x6 = 1 2 3 4 5 6 7 3x6 = 13 12 630 = 6 3x4 = 4x6 = 7x6 = 5x6 = 20 11 3-9.7 7-3-6 10-M 10,9-5 12-M 14 6 16-5-7 2"-0i 3-9-7 3-5.15 3-5-10 0-0-5 1-11-11 0-" 3-8-1 3-11-9 Plate Offsets KY): 3:0-4-0 0.4.8 10:0-2-8 0-3-0 LOADING (ps6 SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0,65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CI4ORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8-2999/0-3-0, 10=3841/0-3-0, 11=6986/0-3-8 (input: 0-3-0) Max Horz 14=-151(load case 2) Max Upliftl 4=-2786(load case 2), 8=-1893(load case 2), 10=-241 5(load case 2), 11=-4427(load case 3) FORCES' (lb) - First Load Case Only TOP CHORD 1-14=-1588, 1.2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14--4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11= 6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES (7) 1) 2-ply truss to be connected together with 10d Common(. 148"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph, h=25ft; TCDL=4.2psf; BCDL=5.0psfi occupancy category 11; exposure B; partially;MWFRS gable fl tendzone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. ••, ,,.•••{ 3) Provide adequate drainage to prevent water ponding. is F % •.•l 4) WARNING: Required bearing size at joint(s)11 greater than input bearing size. ' •, '9j;.• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint .• 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. : 4 6) Girder Carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-0-0 from 0-0-0 to 20-5-0 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard i STATE OF • 0 '1 f 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 .•' Uniform Loads (plo Vert: 1.7=-892.6, 8-14--20.0 L WARNING - Yor(fy design ,pammetm and READ NOTES ON 77US AND R6VXRS6 BIDE BEFOR6 USE. Design valid for use only with Mnek connector. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppicabRty of design parameter and proper Incorporation of component is Iespontlblitty of building designer - not truss designer. Itwcing shown k for b1Nal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblity of the erectw. Additional permanent Wbcllng of the overall structure is the responsbBty of the building designer. For general guidance regarding lobrioatlon, quality conhol, staage, delivery, essctlon and bracing, consull OST-86 duality Standard. DSS-89 tracing Specification, and NIB-91 iTek® Handling Installing and BrackvRecommendation available from Puts Plats institute, $ea D'Onohlo Drive, Madison, Wl63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOi{OW Could Cause Property 13/,* * Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property t/$securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachcaQother. Cr WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully, Avoid knots and wane plates IA" from outside edge of L) o a = at joint locations. truss and vertical web. o a O 4. Unless otherwise noted, locate chord splices length(' 6" fromcaC? at/4 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TC6 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing, ICgO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, Coe unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WiSC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. _ a 14. Do not cut or alter truss member or plate without prior approval of a professional, Mi rTek® engineer. 15. Care should be exercised In handling, TM UEL erection and installation of trusses. IM M tek Holdings. Inc. FORM018,019 Job Truss Truss Type Oty Ply HORTON 14421359 R2879D J ROOF TRUSS 6 1 optional) ACCU-SPAN-TH, LONGWOOQ, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 1-0-0 7-0.0 t 1-0-0 7-" 3 6w1e a 1t20.3 6.00 12 jJ 2 y7 4 2x4 = 70-0 7-0.0 LOADING (psry SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 480 Weight: 24 lb LUMBER ' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-310(load Case 5), 2=-174(load case 4) FORCES Ob) - First Load Case Only TOP CHORD ' 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parUally;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE*45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard t ' No, 4.5161 1b,k STATE OF NAL Q WARIM0 - VerW d*&4n pararr etere and READ NOMS ON Tars AND REVER8Z SIDE BEMR9 vats. usme.r Design valid for use only with Mltek connectors» This design Is bared only upon parameters shown, and Is for an kndWk uol building component to be Installed and loaded veniaaNy. AppicablKy of design parameters and proper Incotpoiatlon of component Is iesponsbNNy of building designer - not truss Eldesigner. Siccing shown It for ktterat support of Individual web members only. Additional temporary brocing to Insure stabYNy duting eonptuctbn k the responsibility of the eieclor. Additional permanent bdsoing of the ovetaN shuctuie Is the responsbNlty of the buNding designer. For general guidance regarding tabiloatbn, Quality control. storage, dellvety, erection and btockng, consult GET -BB Gualtty Standard, OSB-89 Brooing SpecMcation, and NIB-91 MiTek® Handling Instaltina and Brootng Recommendallon available hM orntrussateInstitute, 583 D'Onoltlo DrWe, Madison, WI 53719. 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, 14,. T 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. Numbering System J2 J3 J4 TOP CHORDS 0 cc U a 0 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. 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 tracing. 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. mi! 0 MiTek® PANEL nM CLtP FORM018,019 a/rD-wNL ® HMR0'"R0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. 0 I M Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 1"21360 DR2879D K ROOF TRUSS 3 1 o tional ACCU-SPAN-TH, LO,NGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 1-0-0 i 5-0-0 — 1-M 5-M 3 Stele . 1:15.7 DO 12 2 4 20 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TOLL 304 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 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 Vdefl = 480 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3-165/Mecharlical, 2=327/0-4-0, 4=48/Mechanical Max Horz2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2--34, 2-3=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard yyi set.,. 4 No. 4.5161 • ,k c STATIEOF r hr. AWARM0 - VerM deeiyn passsmetere and READ NOTE8 ON TIiIB AND REVERSE STDE BEFORE V=- arsawW® Design vood tot use only with Mlfek connectors. This design k based only upon parameters shown, and Is lot an Individual building component to be installed and loaded vertlwMy. Applicability of design parameters and ptopet Incorpoialbn of component Is iesponslbSMy of building deslgnet - not truce despiser. Biocing shown Is tot lateral Support of Individual web member only. Additional temporary bioclng to Insure dabSBy duffing condfuctlon k the responsibility of the erector. AddBiondl permanent brbcing of the overall thuclum Is the iesponsbSRy of the building designer. For genetal guidance regaiding tobilootbn, quality control, storage, de"iy, election and bracing, consuR QST-aB Quality Standard, DSI.89 SrackV Specification, and HI8-91 MiTek® Handling indallh-m and Bracing Reeommendallon availm Tr ablefioussPlate rw InstBute, 583 D'Ottb Dille. Modkon, W 163719. 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. T 0 Q For 4 x 2 orientation, locate 0 plates I/8" from outside edge of a0trussandverticalweb. r- This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGNT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. Mffek® z&L-o PANEL TM CLIP FORM018,019 NMRO—lira® 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(+ 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. 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 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. 1993 Mitek Holdings; Inc. Job Truss Truss Type Oty Ply HORTON 14421361 DR2879D Kl ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LOJ+IG)NQOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 e 5-0.0 -- 5.0.0 2 Scale = 1:15.6 evo 12 1 3 20 = 500 i 5-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.Q Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=199(load case 5, Max Upliftl=-93(load case 5), 2=222(load case 5) FORCES (lb) - First Load Case Only TOP CHORD1-2=66 BOT CHORD 1-3=0 NOTES ( 4) 1) Wind: ASCE 7-98 per,FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 1 and 222 Ib uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard to j Y v No, 4.515# ; ti STATE OF Awmmm - ver•W ilesign pammeeers and Rmw Norse oN Tms AND navatRm sma Barwta um. •,• Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and k tot an IndtMuol building Component to be Installed and boded vedicaNy. Applicability of design parameters and propel Incorporation of component k tesponsNNNty of building designer- not Iwss designer. Ieacing shown k tot lateral support of Individual web members only. Additional temporary bfacktg to klsure stability dulling oondiuctbn k the responsibility of the elector. Additional permanent brbcing of the ovefaN shuctute b the responsibINly of the building designee. For general guklance egarding tabrbatbn. quarry control storage, delivery, efectlon and btacing, consull OST-81 Quality Standard, 031.49 Bracing Specification. and HIN-91 M Tek HandlingInstallingandBracingRecommendationavailablefromDustPrateInstitute, $83 D'Onohb Drive, Modkon, 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. For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For taixdar platting format rotor to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. M Teke TIA PAN( 10 EL cuP FORM018,019 o4NG-NAtL MYDRO>IR 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 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. j 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings; Inc. Job Truss Truss Type Qty Ply HORTON 14421362 DR2879D L ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWQOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 1 0 0 3-0-0 1-0-0 3-M Scale = 1:10.3 6.00 12 2 1 4 na — 3-" 3-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 lumber Increase 1.33 BC 0.03 Vert(TL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puriins. BOT CHORD 2 X 4 SYP No,20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (ib/size) 3=82/Mechanical, 2=242/04-0, 4=28/Mechanical Max Hort2=133(load case 51 Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES , (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard AAl,Dtf- 13! Li '7! •'+e' i • r M.45161 ,k 0- 0 STATE OF 0, F'+' Q VAL A WARNM - Ver{ fjT design parameters and REAP NOTES ON TWO AND tREMMU SIDE BEFORE USE. Design valor for use only with Mlf•k connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded venlcally. Applicability of design parameters and proper Incorporation of component Is responsbill of building designer - not puss designer. Iraclng shown It for lateral support of Individual web member only. Additional temporary plocing to lnsute stability during construction Is the responsibility of the erector. Additional permanent briscing of the ovwol structure, Is the tespon"v of the building designer. Fot general guidance regording fabrication, quality contiol. storage, delivery, erection and placing, consul CST-811 Cually Standard, DSI.89 tracing Specification, and Hlt-91 '1'rp Handling Inatollina and tracing mmaRecoendatlonvalloblo homTruss Plate Institute, 583 D'Onchb R Drlve. Madison, W163719. Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 Ja owner and all other interested parties.. 4, TOP CHORDS 2, Cut members to bear tightly against eachC3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 Q joint and embed full Avoid knots and waney' plates/8" from outside edge of o o. X at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords {icesP I/aat panel length(+ 6" from adjacent joint.) ce V BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTok/bang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilitytY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, Coe unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. _ 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. IF 15. Care should be exercised In handling, TM PANEL CLIP erection and installation of trusses. 1993 Mitek Holdings,'Inc. Foanrora, oiv O""'"" OD HYDRO,AJRe Job Truss Truss Type Qty Ply HORTON 14421363 DR2879D L1 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LQNgWgOQ, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 3-0-0 3-0-0 6cale = 1:10.3 6.00 12 1 3 i a — 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.9 Plates Increase 1.33 TC 0.14 Vert(LL) n/a n/e M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl - 480 Weight: 10 lb LUMBER w BRACING TOP CHORD 2 X 4 SYP N0.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=130/0-4.0. 2= 1 03/Mechanical, 3=28/Mechanical Max Horz 1=120(load case 5J` Max Upliftl=-52(load case 5), 2=-131(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift atjoint 1 and 131 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard S F31CJ,j r YNo. 4.5161 r STATE OF .4 AWAdRdMG - Vwft desiQrs paean wtere cmd R"D NOrNS ON rWS AM d SVERM 8WZ B&MM E=- ss Design vaild for use only with Mitek connectors. This design Is based only upon parameters shown, and It lot an Individual building component to be, Installed and boded vettically. Apploob0ty, of assign parameters and proper Incorporation of component it responsibility of building designer -not trust designer. Brao" shown It to lateral support of Individual web members only. Additional temporary bracing to Insure, stabAtty during construction Is the responslblmy of the erector. Addltbndl permanent bi'boing of the overall structure Is the iesponsblPty of the busid buildingdesigner. For genetol guidance regarding , Qbrbatbn. quatly conhol, storage, delivery, erection and bracing, consull OST.88 Dually Standard. DBB.89 Bracing Specification, and Hill-91 MiTek HandlingInstallmlfandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Ono6b Delve. Madison, WI63719. 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, 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 pkiting format 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 nA Indicates location of joints at which bearings (supports) occur. FOaww18,019 a 0 x 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 LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR L U 86-93, 85-75, 91-28 TCB 17.08 1691, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N El 0MTek General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each a joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices O at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP HYDRO -AIR 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. 01M Mitek Holdings; Inc. Job Truss Truss Type Qty Ply HORTON 14421364 DR2879D M ROOF TRUSS 3 1 o tional ACCU-SPAN-TH, LQNC1WgOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 1-0-0 1.0-0 Swie = t:5.e 6.00 72 2 4 1-0-0 t-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.o Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-11/Mechanical, 2-173/0-4-0, 4=1O/Mechanical Max Horz 2=71(load case 4) Max Uplift3=-31(load case 5), 2=-154(load case 4) Max Grav3=31(load 'case 4), 2=173(load case 1), 4=10(load case 1) FORCES (Ib) •first Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir, N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p viaU` i t No. 4.5161 • # 3 STATE OF21 i L WARMWO - VorM 4weiQrt 1, arwlMtore MIS PJLW NOTES ON TMS AM {== SWX BZFORN Lwa. ® Deslgn void br use only with MiTek connectors. This design is based only upon parameters shown. and is tot an Individual building component to be Installed and loaded vertically. ApplcabMfy of design parameters and proper Incorporation of component is respon"y of building designer - not truss designer. Bracing shown It for lateral Support of individual web members only. Additional temporary bracing to Insure ttabaly during construction is the iesponsbllly of the erector. Additional permanent brarahg of the overall structure is the responsbMlty of the building designer. For general guidance regarding tobficatbn, quality control. st kips. dolvery, erection and bracing, consult OST-aa Quality Standard, DSO.09 Siccing Specification, and HIN-91 MiTek® Handling Installing and Sroeing Recommendation avaloble mtraTruss Plate Institute, 593 D'Onofrb Drive, Madison, Wl63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property I3A *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property A„ 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. ca Q 2, Cut members to bear tightly against each other. O o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h > 0 Q 0 joint and embed fully, Avoid knots and wane at joint locations. plates 1 /8" from outside edge of ay truss and vertical web. a 4, Unless otherwise noted, locate chords beesp r/4ca , o I. - at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-76, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, of less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. MTek® 15. Care should be exercised in handling, TM CPt erection and installation of trusses. O 1"3 M tek Holdings; Inc. FORM018,014 HMRO-MR® Job Truss Truss Type Qty Ply HORTON 14421365 DR2879D M1 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LOfIGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002'MiTek Industries, Inc. Mon Jan 27 16:40:39 2003 Page 1 r 2 1-0-0I 1.0.0 Sine - 1:5.9 5.DO rl2 t 3 1-0-0 2M4 = 1-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3= 1 O/Mechanical Max Horz 1=42(load case 5). Max Upliftl=-17(load case 5), 2=-46(load case 5) FORGES (lb) - First Load Case Only TOP CHORD 1-2=14 SOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 17 lb uplift atjoint 1 and 46 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman; PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard RR 1 { '' eeV jj V t ' No. 4.5161 Q •• 4ST'ATIE4F •, JAL AWA M NG - v..-y 4t.etyn parumetwor atta dzdsNw NOTES ON TMS AM xaVEM SWE 1916J 10 USE. •• Design vaNd for use ony with Welt conneetOlL This design Is booed ony upon parameters shown, and It for an Individual building component to be Instotted and boded vertically. Applicability of design parameters and proper incorporation of component Is iesponslbl ify of building designer - not truss designer, sracing shown Is for lateral support of Individual web membert any. AddRbnal temporary bracing to hours stability durllp construction to the mspondblity of the erectot. AddRbnal permanent briNchg of the ovetol structure Is the responsbOy of the building designer. For general guidance regording fabrication, quality contra storage, delivery. otectbn and bracing, consull OST-6e Quality Standard, 031-89 .racing speoRtialcan, and NIR-91 MiTek® Mandllno Indollinp and Broelrog RecommetWatlan avollable hom Truss Plate Institute. 683 D'Onohb Drive. Madison, wl 63719. Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. F 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 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 oell, continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 0 x 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 HUD/FHA ICBO SBCCI WISC/DILHR N 6 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N N! 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 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL HYDRMAINO CLlP 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. I M Mitek Holdings;, Inc. Job Truss Truss Type Qty Ply HORTON 14421366 DR2879D S ROOF TRUSS 2 1 o tional ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1e .. . e 1.5-0 5-2-5 9-10-13Ii 1-" 5-2-5 4.8.7 1d5-10 m 1 20.2 4.24 12 3v4 G 3 e5 2 72x4 II 6 5 U4 20 5-2-5 9-10.13 5-25 4-8.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.Q Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 6-7 >999 M112O 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 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) 1st LC LL Min Well = 480 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=311/ Mechanicalr2=523/0.5-11,5=429/Mechanical Max Horz2=367(load case 2) Max Uplift4=-369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES'` (lb) -first Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 tlp1 f3pl Uniform Loads (plf) Vert: 1-2=-74.0 .•• %(, '' Trapezoidal Loads (plf) •r' Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=-49.5 .% rtNo, 4.5161 is riqE OF IQ a1. A WAmwc; - VirW design par meters and R&4JD Norns oN THIS AND REVER816 sms Bir"ns um. rnrrsw41) Design valid for use only wqh Mltek connectors. Thk design Is based only upon parameter shown, and Is for an hdh4dual building component to be Installed and boded venk:ally. AppNeabllty of design parameters and proper Ineapotatlon of component k responsblllty of buNtlhg designer - not trust designer. Bracing shown Is lot lalwaltuppod of Individual web members only. Additional tsmporary bracing to Insure slobMy durhg construction k 1ns respon"y of the erectot. Additional permanent brisehg of the overall shuctum It the wsponsibVy of the building designer. For general guidance regarding fabrication, quality control, st $age, delivery, erection and bracing. consult OST•88 Ouollty Standard, 031.09 $racing Specification, and NI$-91 MiTek® Handling InstaNMq and Holing 1lecornmendm Tr aftonavaNablefromPlote, Institute, 563 D'Onoftb Drtve. Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propert}/ t3/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l , Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurely'seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. o WEBSA#JQ3. Pk3ce plates on each face of truss at each For 4 x 2 orientation, locate Qjoint Q and embed fully. Avoid knots and wane plates 1/8" from outside edge of O M at joint locations. truss and vertical web. czi4. 0. Unless otherwise noted, locate chords icesPIC,o rat /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and Mirek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicuk3r slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, a 14. Do not cut or after truss member or plate without prior approval of a professional` MiTek® engineer. 15. Care should be exercised In handling, CLIP rM PANEL erection and installation of trusses. 1"3 Mitek Holdings', Inc. FORM018,019 ffMJW0.A1:R0 mm 12-8-0 BRG. IN ENTRY L 8-4-0 8 0 „ N O ALL BEARING WALLS TO BE PLACED I — - - -- - - 1.L 1 PLY HCR. I(,j(`EI1 REVIEW ALL SPAN DIMENSIONS--BRG. WALLSPRIORTOSETTINGTRUSSES.. Id. 6 2 PLY HGR, IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSIWALLSSHOWNARETOBEBEARING.. I L 3 PLY HGR. 11 SIGNED APPROVAL: X JOB NUMBER: DR2879D DATE: 5--23-01CCUSPANCUSTOMER: D.R. HORTON LD/H: H: LOAD: SHINGLES 6. a07-321—aao BY:T.H JOB NAME: 2879 "D" ELEV. t2" BRG: BLOCK A cr Lf a l 19-8-0 TRIM IT FLOOR SYSTEM wP RN IN O: ALL BEARING WALLS TO BE PLACED - 1 J, 1 PLY HGR. IC71C'E!! REVIEW ALL SPAN DIMENSIONS- -BRG. WALLS1PRIORTOSETTINGTRUSSES.• 1 d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSL— - - WALLS SHOWN ARE TO BE BEARING.. d d 3 PLY HGR. SIGNED APPROVAL: XJl JOB NUMBER: DR2879D DATE: 7-2-01 407-321-1440 CU SPAN CUSTOMER: D.R. HORTON BY: T.H JOB NAME: 2879 "D" ELEV. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 OW Builder: DR HORTON Address::-3 Permitting Office: City, State::arti t.. x k i- Permit Number: Owner: -D. iZ, Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family #" 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear -double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ Single family _ 1 _ 4 _ No 2872 ft2 - 319.0 ft2 _ 0.0 ft2 0.0 ft2 _ 0.0 ft2 R=5.0, 173.0(p) ft _ R=11.0, 460.0ft2 _ R=3.0, 876.0 ft2 _ R=11.0, 785.0 ft2 R=11.0, 622.0 ft2 R=19.0, 2091.0 ft2 Sup. R=6.0, 320.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:Si DATE: 03 . C)z I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: .- DATE: ?p' Cap: 60.0 kBtu/hr _ SEER:12.05 _ Cap: 60.0 kBtu/hr _ HSPF:8.25 _ Cap: 50.0 gallons _ EF: 0.86 PT, _ Review of the plans and z1n sT specifications covered by this o _ 0 calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for d compliance with Section 553.908 GovFloridaStatutes. W-S BUILDING OFFICI.w a 4 DATE: FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area It Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1,90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 IFORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier v Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGauge"A DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 V1 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier l0eating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 18544 4898 10495 33937 PASS EnergyGauge' rm DCA Form 60OA-2001 EnergyGauge(WIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area• .5 cfmis .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and Is sealed to the foundation to the top plate. Floors 606.1ABC. 1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrieris installed that is sealed to the perimeter, penetrations and seams. Ceilings 606. 1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION. Frame ceilings where a continuous infiltration barrier is Installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 I 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 bv all residences-11 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficien 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 accordancewith the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY0EntireHouseDEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10- 3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 For: DR HORTON Notes: Desi n Information Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Cooling Area ( ft') 2872 2872 Volume ( ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating input HeatingoutputHeating temp rise Actual heating fan Heating airflow factor Space thermostat 8. 4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0. 000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 80 1d/llalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10. 0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0. 054 cfm/Btuh 82 % wnC, fhtsoft RightSuite Residential— 5.0.64 RSR26o15 2002-Feb-28 13:29:06 Z& E:tFiles\drhonon\2879\2879REVD.rsr Page 1 V ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms S. Is this a worst case? r 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0ft2 _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft2 R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: F-V-Date: (W Address of New Home: . . City/FL Zip: Cap: 60.0 kBtu/hr SEER:12.05 _ Cap: 60.0 kBtu/hr HSPF:8.25 _ Cap: 50.0 gallons _ EF: 0.86 PT, _ 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 EnergyStarrudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 W x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 *F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 *F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh Procedure D - equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually oveMdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr-i9htSC?ft RigM-Suite ResiderdialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06AME:\FilesWrtarton\2879\2879REVD..r Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-8206 Phone: (407) 831-2885 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n_ 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 vvreg. htSC), t RightSuRe ResideMialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06mE:\Files\drhorton\2879\2879REVD.rsr Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 VVrl htSC3ft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 M E:tFiles\ditrtont2879t2879REVD.mr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6205 Phone: (407) 831-2665 MANUAL J: im Ea. 1 Name of room Entire House LIV/DIWFOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 111 heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg OF) Htg Clg ft.) Htg I Clg ft.) Htg I Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 8 0.0 0.0 0 a'a a.a 0 aa.a 0 aaaa aa.a 0 a.a aaaa f 0.0 0.0 0 0 0 aa 0 6 Windows and a 1C 37.0 264 9757 71 2624 a 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0'«• 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 a«. 0 Cooling E/W 0.0 0'"' 0 0- 0 0`«' 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0'«" 0 0 0 0`«' 0 Horz 0.0 0 0 0 0 0 0 0'«' 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 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 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 41 19 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 U U 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 355 9454 30391 91 2424 779 18 479 154 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 8% Less external heating 0 0 a« 0 0 Less transfer 0 0 0 0 14 Duct loss 100% 3725 10°/ 859 10°/ 118 100/ 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 266 Less external cooling 0 a..a 0 0 0 Less transfer aa a... 0 0 0 0 18 Dud gain 100/ 3234 10°/ 605 10° 107 10°/ 26 19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 01 1933 01 362 1 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrr ghCsoft Right -Suite Residential 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:tFiles\drhorton\287912879REVD.rsr page 1 RIGHT-J WORKSHEET Entire House0DELAIRHEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-"7 109 COMMERCESTREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: 7th Ld, 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wail 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 It 4 Ceiings Condit. Option 8.0 fti heaticool 8.0 ftj heat/cool 8.0 ft heat/cool 0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg It) Htg Clg ft') Htg Clg Htg Clg OF) Htg I Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0'»' 0 0'«• 0 0 Heating c 9C 38.7 0 0 0 0 0 0'"'• 0 0 d 0.0 0 0 0 0 0 0 0 0"""" 7 Windows and North 27.6 0 0 0""' 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0"«' 0 0 0 0- 0 Coding EAN 0.0 0 0 0 0 0- 0 0•«' 0 SE/SW 54.3 16 758 16 758 16 7511 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0"»' 0 0 0 0- 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 198 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 16 426 1371 16 426 137 16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 144 10° 149 100 159 10 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int. gains: People Q 300 0 0 0 0 1 300 0 0 Appl, aQ 1200 0 0 0"""" 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1(w 1377 0 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10% 103 10% 104 10% 138 10°/ 0 19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 01 82 1 01 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WP79IltSOf RigMSuite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\FilesWrhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MAnUAL J: rm La. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Ceiings Condit. Option 0 111 heat/cool 8.0 It heat/cool 8.0 ftj heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft2) Htg I Clg ft) Htg Clg ft°) Htg I Gig 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0- 0 0 0 0•"" d 0.0 0 0 0 0- 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0- 0 0- 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0- 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0- 0 0'"" 0 Hone 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 4 33 150 88 277 103 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 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 53 1411 4541 10 2661 86 151 399 128 0 0 0 13 Subtotalloss--6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100/ 566 10% 154 10° 192 10% 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 109/ 549 10°/ 231 10° 157 10°/ 42 19 Total RSH gain=(17+18)'PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 0 138 1 0 94 01 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. we-raghtSoft RightSuite Residential^" 5.0.64 RSR26015 2002-Feb-28 13:29:06145tAE:tFilesWrhortont2879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: ttn Ea. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 1&0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Gig Htg Cig ftz) Htg I Clg ftp) Htg Clg Htg Gig 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0- 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NEM 51.4 30 1872 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 SEISW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0'«' 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 90 2397 7701 15 3991 128 151 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10 °/ 906 10 ° 151 10° 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People @ 300 0 0 0 0 0 0 jAppl@1200000000 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10 OA 872 10 133 100/ 167 19 Total RSH gain=(17+18)'PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 1 0 521 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gFrCso-FC Right -Suite ResideMialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:1Filesldrhorton\2879\2879REVD.rsr Page 4 3' bath duct to roof cop fan Mutt have a ninhun dearance of 4 Irtches around the air handier per, the State EmVy code. All duct ha.s an r=6 Insulation value. N S SLAB N ALL Rating zo r N m w > z wQI -- Co- Q D -1 o D Q lr m CL_ 0 0 0 CONCRETE OR CAULK BETWEEN B.V. 1•V•' Mitt ONE by VODO CWOOD BUCK L (BUCK WIDTH) EN&OnEnt CONCRETBUCKByOTHERSBYp71TOPENING AS-Y. OPENING WSFµLATIOH ANCHOR ONE If VODO By OTHERS 3/16' DIA. TAPCON p CptAX BETWEEM BUCK By OTHERS WD( Dpv FLANGE sr o 1- 1/{' MI WOODBUTAPCONLOCATION CHART i LKNByiH£RS .. 6.. EMBC& 4ENT SHDI AS RCO'D. RIGID Vt1( YL (iE1 'TES v CALL BUCK LOCATIONS IN HEAD LOCATIONS IN ,IAMB GLAZDvG READINStALLAtIONANCHOR ( TYPJ SIZE SIZE 30ns7 TO {OAS» 41OV TO 7015'SF 301`90' TO 401V atrsr TO 70rt/= 2/16• DIA TAPC13N n i2 to1/8 x Its 8 St1ICCfl 13 to 4/3 x 37 3/6 B e F' •F0 : £: BY OTTERS SM1M AS REO'D a to t/a X s9 SA B B f G 1/4• MAX- (6 Au p T S to I/a X SS 1. g B UG 6 a SEENOTES) - ( JYP!(SEE NOTES) CAULK 17 t7 OTHERS,. , T _23 i X 2S g 8 XI FLANGE TYPE - 110 '23 1/2 X » 3/6 a F B B r FLANGE TYPE Vlftwv FRANK . ,'. IM{ 25 1/2 X 49 V3 FRANC .IAMBCAULKBETWEENtM4523t/2 X SS 1/s g B FF `; F .• NEA R $N5 2s i/z x ai AMID NVOwTi. WWDOV MANGE PERIMETER 0 B GLAZING BEAD i VppO BUCK I1tl 23 1/2 x s B B fF 3 W t ttYP! GLASSCAULK30 t/ 27. 26 39 t/2 x 23 B 8 iFJX ''. i.G,3X BT OJIERS3OOV (TTPJ (SCE NOTES) W.V. 30 1/2 . 38 3/a 29 1/2 X 37 3 a B F) (VINOGvWIDTH). 30 1/2 . 30 Vol 29 t/2 X N S/a B 6 fF •.iF'iU BUCK 30 1/ 2. 36 1/. 2! 1/2 X SS 1/. B B f G F CAULK BETWEEN 30 1/2 • 63 Z9 1/2 x a2 8 6 i.G F,GJU CAW( ifTWEEN WINDOW HEIGHT) WOOD BUCK 6 30 1/2 . 72 29 1/2 x 71 B 8 ' FFJU F.GJ1J FLANGEi PRECAST SILL MAS•r..OPE111NG so 1 • B. 29 112 x as 0 B F.GJX F,GJX W/ VV- XEM 116 ADHESIVE By OTHERS 23 a 3725 I C.J cA1AxOR APava EDL rx SECTION B—B 24 39 X 49 W B B FG fGJU 245 M : sa 1/. e B F:G FGMU PERIMETER WINDOW ANGE TYPEANC (CONCRtTEOORPENING 26 3366x to B 8 fl:/L1 U.Hs 8 B F&!4 O.EF 1V . LM RS S01 By OTHERS { a {le % 2 B B F:G,3X FfiJUJ.K 8T OTHERS Q . 3e 3/ 8 .1 x 31 Vol 8 B F,G f,GJ(J 42 . SO s/a .1 x •f Va 8 B FA F,G" ... T 42 . >6 1/. .1 i SS i/. B 8 F6.JV -f,G" 2 a 63 {t x 62 o {2 . 72 . 1 x 71 $ B fFJU O.Ei J r { s at x 83 F 1X iGJiJAX W.W. GT {a . 26 47 X 25 A.0 iECAST SILL J • Q A 111 . ]L 3/B .7 x V 3/a a A,C fA F•G}U By OTHERS FA . a • 3o s/a .1 x .9 V3 B A.0 FF F GJ+J C . Si 1/ 4 .1 [ SS 1/. 8 AC f•GJLI F,G,M1 Bnrxe• SECTION A — A A 8 C {a a3 a x 12 B AC F•GJy 1XILF.cJuA x 71 A.0 FJOJIJ D.E•F,CJf,1 1) SHIN ASREOT). AT EACH INSTALLATION ANCHOR. MAX. ALOMSLE — 4• {B ` 7. 47 x 83 B F H SHIM STACK TOBE1/4', D E 32 32 1/3 x8 AC F,c F.G 2) (gN00w FRAME wTEROttALUWMN/ µLot 6063. (-- !• M/> !3 s: V6 : 3725 3/6 B A.0 iF F•0-MJ 3) XwSTAL1Ai10N ANCMIORMUSTBEOFSUFFICIENTLin. t0 ACHIEVE ' (34 57 Ile x 49 3/6 8 AC F'cAJ fx mj MA1x- EMSEDMENT OF1- 1/4• INTO UASONRy OR CONCRETE, h.l M. 345 s2 1/8 x 95 1/. 8 A.0 F,W1.1 D.EF.O.»J I7 35 52 1/ 8 x 62 B AC F•c.HJ O.U'G +a USE SA3C01a2ED ACRYLIC CAULKBEHINDWINDOWAANGEATW-AO 36 52 t/L x fr 8 AC i•GJ1,1 D.Ef.GJ1J & JAMBS. SILL MUST BEATTACHEDTOTHESUBSTRATEMinB 'K Q C' 37 ST 1/0 x as a AC F-G.J,7. D.Ef.G.C.N.:K WINEM )16 AOlffSME CAULKORAPPROVEDEOUAL. , Y S) USE SKJCONZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND Ci ' EXTERIOR OF TrtNOGw FLANGE. W.fi. 5 . 37 SIZE NOT AVAKASLS K• 1000 OR 1500 SERIES. 6) IF ExACT wINDOwSIZEISNOTLISTEDINANCHORCHARTUSENANCHOR. QUANTITY LISTED w1THNExTLARDERSIZETO, 7:-E APPROPRIATE DESIGN PRESSURE REO. O. ti T) GLASS TMxCKMMS — VARYPERTHEREOUtREMEI(T; air AST. E1300 GLASS CHARTS. AlB) LETTER MSICNATIORS ONwMERETAPGMIANCHOR$ TiffJAPCONLOCATIONCiw?T VOCA-E ' ' I !o= — iA ARE TO $E INSTALLEDI1tffttUSaLttE , • v) t ELTEr FACTORY APPIONA5ASH !. J I INTERNATIONAL, INC' 9) ANCHOR SHOULD APPLIEDHOLES NOT DESIGNATEDFOR UMC;E FLORIDA EXTRUDERS AMA PRO SHOuLO BEFILLED witmMED / 8 5INTO O SUFFICEx' uH. 1— `1t SANFORD, FLORIDA TO FLORIDA 'E MalS IN. SERIES L 0 w000 BUCK N, - 1 10)PRINT A E APPLIES i- SERtSx+ U LDEP 6 SC A:.' T:-rS / ION j\ l I / 111— TITLE: I N$ i E_? I 'OTJ Ll. I c G SEPMES S2.CL_r' HUNCS -of-' GFLORIDAOcA'RL t S IS'G _.{0 _ i r \./ + ) `JI 'I iv _ 11w MA ^r f vi «L HUFF FLANGE cif 't1 . - i INHERE w^W7A +• x. c ww' Ir, — — f %iNL S Fi S 10<JO i 00 E =100 STRUCA 'tM+ 5 Ti r V _ SUFF1C ti _NG n A.. rrf1U!t' O Fc f I — — FROM, ry nQ DRAWN BY: j A?PPO£D 8Y. MM _Lp_1M.N , _"j. _'1 OM, EX T ER 1 ALL w_s'=Cr. r = _'v: A.:p,.•c v . f c L KALE IDxc.: r t CAW" BETWEEN vTNDOv TIN L -- SHEATHING INSTALLATION ANCHOR 18 WOOD SCREW 1• N1K ENBEDNENT .. _ VINDOW-WIDTH SHEATHING TWO By v= BT OTHERS By OTHERS 1HN AS REO'B. cSEE NOTES) STUCCO BY OTHERS KR1CCAULKK ; t} BT OTHERS t _ f I GLAZING 07P.) CSEE NOTES) PERRE T£R CAULK By OT14ERS INSTALLATION ANCHOR B WOOD SCREW STt10Eo H •W" BY OTHERS CAULK KTWEEN J/ WINDOW FIN SHrAT'I+4 6 SKATHIIY 3rA. SHIN AS REO'A . ._ cSEE NOTES) vt: r' TScyTTl I'H so I AL I44• NnX. t `z fGTEi1SHIMSPACE t. fBV TTPE ? - rT a .:? ; >!x ,;, •, , .xYy -' HICvIAOCR fRAtE- L ft xi"^' t GLAZING ITYPS { SEE NOTES) s WINDOW vIDTM 24' OC_ EOUALLT SPACENAxcTTP.) ANCHORS cTYP-) WINDOW A T6T-YPM)Ax (TTPJ FIN TYPE WINDOW FRAME SIVARBLE SILL STOOLByOTHERS ELEVATION MEWED FROM EXTERIOR 1/1' MAX SHIN SPACE.____.__ TWO IT WWI) STUD By OTHERS TIN TTPE VBr00v FRAME PERIMETER = r "' !N)T TION`i CAULK "; _ s ) to WOOD SCREA By OTHERS t H • STLCEO R`" T OTMERS s . SECTION B B f 1) SHUN AS REO'D. At EACH INSTALL"TON/ANCHOR. MAXAALLOWABLE SHIN STACK PTO 2) X. wROOw FRAME YATER w ALLMBNUY ALLOY Gm t> 3) NNSTAUATON AND409 OUST BED OF St#T1Cif . LiN TO ACHIEVE NW. ENBEDUENTOF V INTO WOOD BUCK._ . a) USE SIUCONIZE0 ACRYLIC CAUILK BEHIND WIDOW Fw_• AT HEAD. SILL k. JA1®S. , 3) USE 9LICOw12E0 ACRYLIC CA"AK "FOR PERRNETER SEAL MOUND EXTERIOR OF W940OW fRAME.• ij IF EXACT wwOOw 512E IS HAT •LISTED : IN ANCHOR CHART. . USE ANCHOROVANTIT/ L/STE0 wrTN mC)(T LARGER WE..: GLASS THICKNESS MAY VARY PER THE REONREMENTS`OF" ASTN E1300 CLASS CHARTS. 1) FLORIOA EXTRUDERS 1000 SERIES SO4U HUNG IS -SHOWN.._ THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUOERS 1500 ANO 2000 SERIES SINGLE HUNG WINDOWS, REVDESCP,IPTION DATE I INI FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD. FLORIDA TITLE: INSTALLATION DC_' 7- L WI#? SCREWS j SINGLE H SUNG FIN : - _ RI E S '000., 15DO, t 2000 DFAWN BY: BS ap?pG4=D BY: f _. +•`" I i q?- /; ; ! C= _ IDtiti`G _ExDCcS _=T G I t CONCRETE DP HAS"I OPEMING Br OTHERS ONE By VEIOD PUCK Br OTHERS vjNDOv FLU L WOOD BUCK Q 1 i Stucco er OTHERS PERIMETER CAULK SY OTHERS GLASS (TYP.) SEE NOTES) vx ^ WINDOW Ij1MEIGHT) PERINETER CAULK BY OTHERS CAULK BETWEEN ` WINDOW FLANGE L PRECAST W/VULKEY !':A A3rES WE C l En AP?V'D INSTALLATION ANCHOR 3/16' DNA, TAPCO14 CAULK BETWEEN VOOD BUCK L MAS'Y. OPENING By OTHERS ol GLASS (TYP.) C 1-1/4• MIN. (SEE NOTES) 4 EMBEDMENT + A V C CTt Rs d SLAIN AS RED'D. t/4• MAX. SEE NOTES) FLAMGE TYPE WINDOW FRAME W.W. RIDGED VINYL A GLAZING BEAD B.M.0 ' THEIGHT) RIDGED VINYL GLAZING BEAD I W.H. FLANGC TYPE WINDOW FRANC r 1 C N B.v. BUCK WIDTH) SHIM AS REO'D. 1/4• MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD I'I„• nI. CONCRETE ORCnMy¢nf MASDNRi OPENING BI OTHER; D INSTALLATIGN ANCHOR 3/16' DNA, 14PCDN v u. v ONE eY WOOD BUCx BY OTHERS FLANGE TYPE -- WINDOv FRAME CAULK BETWEEN PERIMETERWINDOWFLANGE v WO CAULKLWOODBUCKBYOTHERS CAULK BETWEEN WOOD BUCK L W.V. VINDOv WIDTH) --1 NAVY, OPENING By OTHERS SECTION E-B I 24' D.C. MAX, (TTF.) I 6' MAX. (TIP.) A ..,J ELEVATION VIEWED FROM EXTERIOP NOTES, 1) $MIN AS REO'D. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) 3/16• WA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LIM. TO ACHIEVE YIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE.. 4) USE SILICOMKZED ACRYLIC CAULK BEHIND WIDOW FLANGE AT HEAD & JAMBS. SKL MUST BE ATTACKED TO THE SUBSTRATE WAIN VULKEM 116 ADHESIVE CAULK OR APPROVED EOVAL. 5) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR Cr.ART, USE ANCHOR OI)ANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PR£SSUP.E REO'D. T) GLASS THICKNESS MAY VARY PER IKE REOL4REMENTS OF ASTu E1300 CLASS CHAF,TS. 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C., JZ SCREWS OF SUFFICIENT LTH. TD PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. FLORIDA EXTRUDERS 1000 SERIES FIXED WINOOw IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED wINOpwS, 10) SEE BACK OF INS SmT. FOR RNSTL'N ANCHOR REQUIREMENTS. I I) APPl:CATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS, 12) wHERE w1NICOw IS INSTALLED IN MASONRY OPENING WIT, A STRuCTUAL Two 'o' WOOD BUCK, USE I10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I-3/L- MIN. EMuDMENT. 13) wINDOw UNITS CAM BE MULLED TO OTHER UNITS USINC.. ALUMINUM TUEE MULLION SEE MULLION INSTALLATION SHEETS FOP. REQUIREMENTS. TIONAL. INCFLORIDAEXTPLUDEPSIAriFoD, FLOP.ID.k TITLE: INSTALLATION EE:-._ v/ QPI_ Y 2!ICK FIXED FLANGE VINDOW - f= I i00u 2 2000 DRAWN BY:'-? ; APPROVED BY: DATE !0/22/C! 1SCALE'N;S IDWG '!':XpGic Si,_ET i 0 SMEATHIMG BY OIHCRS CAULK SE"VEEN W1N00V FIN i SHEATHING INS IALLOT ION ANCHOR •B SCREW E+TERIOR FINISH By OIMER: PERIN"Ell CAULK J By OTHERS V INDOvHEIGHT ExTER:OR PERIMETER CAULK BM OTHERS INS IAL.L3;;ON ANCHOF l2 W G'3 SCRE'l EXiE IC%. FiNI`n GLAZING SCE NOTE 61 1' MIN. CMaEDnEN1 WOOD FRAMING BY OTHEP,S SMN AS REO'D.CENTRAi.' LOPJD A B, O. kF- SEE NOTES) TURkCTMRNrU I MAX. _ ` FSHIMSPACEMAxsiD,R HEIGHT FIN TYPE WINDOW FRAME 1/4' A fib I1 ($cE NOiE':J CAUL'< "sEIWEEN — SUCK a C'..'Ei4 JiNDOW C;N I'M:N S^EAI jii:EM3E'hrENi^ Gr _.. HEIGHT GLAZING SEE NOTE 6 EXTERIOR FIN TYPE _ VINDOV FRAME A ELFVA ION vIEB'ED FROM _XTERIOP VINDOV WIDTH 1/4 MAX. SHIM SPACE WOOD FRAMING By OTHERS SHEATHING By OTHERS INSTALLATION ANCHOR 48 SCREV VINDOXVFINEEn i SHEATHINGSECTIONB-B PERIMETER £xTERIOR FINISH CAULK Br OTHERS BY OTHERS NOTES, 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACKEVE MIN. EMBEDMENT OF I' IM70 WOOD FRAME. 4) USE SI,tCOMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNO EXTERIOR. OF WINDOW FRAME. 5) USE SIICONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PEP, R£OINREMENTS OF AM E1300 GLASS CMAPTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS ALSO OUAUFIED. 7) FLOR04 EXTRUDERS 2000 S£RIeS FIXED PICTURE T WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 ANO 1000 SERIES PICTURE WINDOW. B e) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. ZA' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, VATH ANCHOR, SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' x 95' OP. 119' x 37-3/8" MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHEP UNITS USING ALUMINUM TUBE MULLION. SEE MUL:'ON INSTALLATION SHEETS FOP. RECIP.EMENTS. FLORIDA EXTRUDERS TERNATIONAL, INCSANFORD, FLORIDA TITLE:INSTALL ^T ON iI=-AIL W/ #8 WOOD SCREW FIXED FIN WIND= - SERIES 2rJCG\1000 PAWN BY: 33 1 APPROVED 3Y. ATE 1 / 1 3/v_ _:?.LE •. 7 S.IDWO. -I _x003"J MEATHONG IT OTHERS 8 BHSTAl1.+LTDHU— NCHOR StREv UT» BY OTHICAS FMHCIER CA" by OTHERS FIN FRANC HEADER EXTERIOR PERIMETER CA" By OTHERS EXTERIOR FINISH -/ By 07 EP.S 6 1MTALLATtEw ANCHOR SCREW cTTP.) SHEATHING — BY OTHERS CAULK REMIND FIN TWD By BUILD SHIN AS REIT'0. SCE NOTES) BOWN 8r OTHERS FIN FRAME JAMB SHIN AS REO•D. TomOJ ) SMASREO'0. Ak£N1 TO EACH 04TALWON AND" WITH LOAD BEARING cSEE NOTES) Stet', MAX. ALLOWABLE SHIM STACK TO BE T/4". GLAZING (TYP, 2) WINDOW rR" MATERIAL ALIN1aNw ALLOY 6063. SEE NOTES)VC 1KL 3) USE SILICON IM ACRIIIC CAULKBEHHXD WINDOW FIN AT NERD. SILL r ^eS. 7 qD{ 4) USE,iiIICIHIZED ACRYLIC CAtIx FOR PERIETER SEAL AROUND ExTEaDR OF WwoowFRANC. S) CL40 THICKNESS MAY VARY PER THE REOL%VJA HRS OF ASTM E1300 GLASS yMM SINGLE GLAZING IS SHOW). VISUULTINC CLASS IS ALSO &JALM. .. AtA-. 6) SCREW ANCHORS AT HEAD. SILL h AAMBS SH O" HE IS SCAMS OF Si6iCmT LTN. TO PRO,ADiMIK I IN. i L EMBEDMENT NCO MOOD FRAMES. PtACE ,#$ .. F SCREW ANCHORS 6" FROM CORNERS AND 2e O.C. MAX.... - EXTERI¢N OTHERS. BUILD OOWTU MUSE K OF SUFFICIENT STRENGIH TO AOEOOAMY TRANSFER LOAD FROM 1YIDOW TO THE SiRUCRIE. - 8) FLORIDA EXTRUDERS 1000 SERIES DES0ER 1WHOOW SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERFS &. 2000 SERFS. vpppv vTFIN 9) ELEVATIONS SHOW COIAM CONF10MA01ONS. IT R NOT INMNIOEO TO LIAR LNSE OF THIS PRODUCT TO THESE TWO CO AIIXXtATDNS. THIS SHEET APPLES TO ALL CONFK;URAAONS THAT CAN BE MAMIFACTUREO FROM THE t000. 1750. t 2000 SERIES DES* NCR FLEA WIDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE WAGED TO ORER Lown USING ALU&wuu TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR IEOIAREUENTS. GLAZING cTYP. SEE NOTES) FIN FRAME TILL SHIN AS REO'D.- ME NOTES) I L v+ nu 9+tt11Tvn BY FaawsH>r EXTERIOR ELEVATION 3T OTHERS k i CAULK BEHIND FIIINj_y.a+ .c1 HeggL I$1J I• KIN. OJT•'-.r T•— • e c HCBKNT _ - . pT p••g11 JJ SECTIO;a S- Ur SAL 48 INSTALLATION SHIM SPICE ANCHOR SEREW (TYP.) TL4N BY FRWNG BY OTHERS CAULK BEHIND FIN EXTERIOR F[ N65H BY OTHERS . PERIMETER CALLK By OTHERS SECTION B— B EXTERIOR ELEVATION FLORIDA EXTRUDERS' SANFORD, FLORID; TITLEFIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 2 DRAWN BY: BB APPROVED BY: DATE!02/14/ 02 SCALE:NTS DWG.: FLEX0037 ONE BY BUCK BY OTHERS INSTALLATION ANCHOR 10 SCREW BUCK ViDTH MN. EMBEDMENTHtOuEM 1/4' VAX, SPACESHAH CAULK BETWEEN WINDOW BU11D DOWN BY OTHERS CAULK BETWEEN TWO IT UCK ._. fLMIFiE L SHEATHING ALSO APPLIES Two THERSTOSILL) 1)) SHIM AS ALffO. AT EACH INSTALLATION ANCHOR WIN LOAD BEARING SHIM. MAX. B ONOTESwG $TCONCRETE ALLOWABLE SKIM STACK TO BE 1/4'. PLYWOOD CTIP.) 2) WRIOOW FRAME MATERIAL: ALUMIM)M ALLOY 6063. By OTHERS 1-3/6- MN. 3) TAPCON BtSTALIATION ANCHORS AT Stu MUST BE OF SUFFICIENT LTK TO ACHIM SHIM AS REO'D may, INSTALLATIONEMKDMENTMIN. EM9CD ENT OF 1-1/4' INTO MASONRY OR CONCRETE. /10 IMPAUATON' SHIM NOTES) ANCHOR SCREWS AT HEAD 8 JALBS MUST CIN OFSUFflCIENTIEN10ACH9EYE 1-3/6' Ito swmK ' MIN. EMBED EM INTO WOOD FRAMING ANO &no DOWN WHERE REaNn. 4H TERM FT+OSN 1bTAUATOORS N ANCk SCREWSTOBE PUACEO 6 IN. FROM CORNERS i 24 IN. lY OTHERS OC, AmXWINDOWFVAC . 4) USE SUODM D ACRnIC CAIAA BEHIND ONOW FLAMM AT HEM. SILLt AMIBS I"He S) LOSE SILCON12£D ACRYLIC CC" FOR PERIMETER SEAL AROUND EXTERIOR OF T` VA DOW F ANGE CF AM`ET300 CLASS GLAZING ( TTP SEE NOTES) s° SIw 6i CLASS z, MAYVARYPERTHERE&AVIADMIS a r ,. .,_ s%`; iy ,aa iCF(ARTS. SB6LE DAZING 6SHOWN. INSU ATWG CULTS IS ALSO Otf4UFFIED• 7) BUID DOWN AROUND CURVED PORTION OF WBIOOW F71AIE TO BE ENGIN EROD BY F r,Y OTHERS. BOLD DOWN MUST IRE OF SUFFICtF.M STR04M TO ADEOUAOYLY F y TRANSFER LOAD FROM 1VINDOW TOTHESTRUCTURE. h . .. 6) F1:OROA EXTRUDERS 1000 SERIES OESa" WINDOW SNOIIN. Tt95 FRONT AI.50 • _.. APPLES TO FLORIDA EKTRIAERS 1750 SERIES i 2000 SERIES. PERIMETER CAULK 9) EIEWATONS SHOWCOMMONQOuFIGURAT10N5. R IS NOT INTENDED TO LIAR USE OF BY OTHERS THIS PRODUCT TOTHESETWOCOP6WLAWNS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SHIM AS REO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. t 2000 BY OTHERS SEE NOTES) CRIES DESIGNER FOXED WINDOW FRM MIG SYSTEMS 10) WINDOW UNIT GIN ALSO BE MULLED TO OTHER TARTS USING ALUMINUM TUK WINDOW WIDTH WINDOW FRAME - - MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. HEAD SECTION 8— WINDOW W1DTM WINDOW BUCK IEIOHI EXTERIOR IEIGHI GLAZING (TYP. SEE NOTES) WINDOW FRAME SILL PERIMETER CAULK SHIM AS R£ ffD By Oi1mCxTCRcS[E HOTES> / FINISHD BY OTHERS CAULK BETWEEN ° WINDOW FLANGE L ONE BY WOOD BUCK CAULK BE/VEIN WOOD BUCK i HASONRT OPENING BY OTHERS CONCRETE OR SECTIONHAS"Y A —A BY OTHEas ALH/.' e- EXTERIOR ELEVATION Swu SPACE 8 L] /; MAMl.1A.ALITKAL FLORIDA B. fi.,.i'. u9EDuENT AGTMR NAND: oNE BT WOODBUCK Br OTHERSiINSTALL<;}+ n,t AHD, RAMZL F" y i HEHGM B 1 EXTERIOR ELEVATION EXTERIOR FINISH By OTHERS FLORIDA EXTRUDERS INTERNATIONAL, . LORA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN DESIGNER FIXED WINDOW IODO, 1750, L 2000 SERIES DRAWN BY:BB I APPROVED BY: DATE:02112102 SCALE:NTS }DWG.: FLEX0036 9 INSTALLATION ANCHOR ._ — DOOR WIDTH F MAX CHMUMIVALLINSTALLATIONANCHOR SHIN AS RE'0'D $9 SCREW. TWO By WOOD A8 SCREW SHEATHING (SEE NOTES) t-1/8 HIM. IT OTHERS.. _ DY OTHERS EMBEDMENT - TWO By WOOD CAULK BETW£EM DOOR FLANGE TWO By WOOD $-GIBING GLASS By OTHERS'-'-^ n. a SHEATHING By OTHERS Dom FRAME JAMB , _ _ CAULK BETWEEN. - MOM STRIP t SHEATHING r- SLIDING CLASS DOOR 4SE£': AS RE). HOOK'STRIPSHIMASR£O'ff 1/4' MAX - - SHIM SPACE A i 4tSTl1l.LAiION ANCHOR '. i- HBti — RB SCREW 1 nBEDHENi - TEfPERED GLASS 7T C; tTTPSTlIEtO yFAnGE N'` x rct4R:SifftMG By aaTDERS i_ SHEATHING SLIDING GLASS # c. 4. fist {4, DOOR FRAME PCRUCTER HEAD SlEATMIMG CAULK DY -By OTHERS OTHERS PCRIMETER -. SHEATHING r DT OTHERS r k CAULK BY TEHP£R£D GLASS OTHERS STUCCO TEMPERED OR SIQlNG < TYPI ? I T i + SLIDING --GLASS DOOR + ! r GLASS CTYP-) '._ ,-BT OTHERS .. fxi.f -+'.: iYta. :.'•. i.7 j S . - ' INTERLOCK, S UCCD !kt SiDIMG BY 4THERS DOOR SECTION $B --%,,.. +• i t r 1400KSI ETAIL F f SLIDING GLASS DOOR FRAME SILL D u`KooDR MATCDiM: ALU.D.PH M10i 0 ` 2) .s INSTALLArmt SCREWS MUST DE Or SXOFHCK7NT LEtLTN m M vE MDL £MDcowAt NOr1-t/1' INTO WOOD, TAPCON TIVE- INSTALLATDGK MCMM AT SLL DUST_RE Or '#. .iAfFKLMtLENGtNt0ACWvftMRLEMICDNENtorI-mv iMIO'MAS64r ii COMCRLfE..-- -..,-. 3 b INSTALLATION AMUOR 040T ON PICK Or TWS SHEET. •. „ -- ,AS.Ai -. ,r,& t . a USE 9LLK?4YiD ACRYLIC CAULK WJOO WO R FLM" AT HEAD L JOIRS. S) USE SLLKOQZED Ac"LK GWL[ FOR PERYNEfER SEAL AROIPID EXTERIOR Or ODOR--1.,,... U 7 CRACI DOOR SIZE fS MOT LISTED IN AMDtR EMART. USE A CHM DUAMTIfT LTST£D LARDER SIZE. FOR f,E APPROPR)AfE SESIG+ PRESSURE DEO'D x• -A7) FOR POCKET DOOR SIZES USE CLMST WASS DOOR S12F L CDWIO-#AtXM 10 r SNWM PLAEE INStALLAfxw "OCHORS. IM FRONT Or MOOR STRIP AS S,tNM b GLASS TWC KSS H.Ar WART PEA REOu1RGEMiS OF ASTM C10D0 CLASS CNARTS. DOOR uNIT IS APPROVED USING TCMIMD GLASS IN SbC&E GLAZED OR INSRAATDC CLwSS { S ARE TO DE SEALED IM. A ALL JOINT SEAM SCAL£oID, AwD ESILLCORERS SMALL O, S,dN wS REWS. Ar EA SET Or WSTALLAIKD• mCNORi AAA. ALLDWASLE SMM STACK TO DE VA'. 12) ALL INSIALLATIOv ANDORS MUST DE MADE OF C9RP0SIDM RESISTANT MArEAIA_S IL v iC;F- 'a• REPRESENTS ACvVd PA CL AND 'D' REPRESENTS !AXED PANEL ARPROvED .. O WA0t^Tm9S ARE AS LISTED O• AAC OR CHART OM SA" Or lM5 SNE:t. D J O A EMBEDMENT EXTERIOR ELEVATION 1-V4' HIM, 2 FAr"EL DOOR S)1 RWH 1•, .01 M-L COKIGRATIO S LISTED ADOVE ARE SKI ON TNIS DRAV". MMVCR WSTALLAttOM u[fra• A -A , 'D-D a OK STRIP DETAILAPP.r i0 LAS TALLATKH Or ALL APPROVED COFKAAtATWNS. IS) FLORIDA f= %rDERS KGO tVgLT WOK GLASS DOOR IS SMCv TMS PRINK ALSO APPLIES TO 2= SLATES AND SDA SCRLS. 9 ff "" A D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN DEC INSTALLATION ANCHOR I _ OF CONCRETE ?/TS DIA, T4PCON I(/ SCEMON A -A C1 i 2D3Lq REV DESCRIPTION DATE INI f L P D A EXTRUDERS INT. INC. SANFORD FL. TITLE: SLIDING GLASS -DflOR INSTALLATION WITH r8 SCREWS DRAWN BY: B8 APPP.OVED BY: ATE- 12117101 SCALE: NTZ JDWG .'L{:XZ27 S:T I OF E 1000 P.VJDESIGNER SILL (TYP.) O8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLIDN SEALANT BETVEEN VINDOV FLANGES- MULLION SEALANTBETWEEN- GES r 118 X 3/4 SELFN t MULLION 1000 S.H. TAPPING SMS HEAD (TYP.) WIDT gCTVCCNFLAANG5ES . SECTION A —A (1) t NA -LION r1000 .P.VJDESIGNER SILL (TYP.) 98 X 3/4 SELF TAPPING SMS 1X27/16X1/8 TUBE MULLION SEALANT BETWEENvINDOVFLANGES - L ULLION L D8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) VINDOV FLANGES a MULLION 1000 P,V DESIGNER SEALANT BETVEENVIMDOVFLANGESSILL ('TYP.) a MULLION I8 X 3/4 SELF TAPPING SMS 1xax1/9 TUBE MULLON D a X 3/4 SELF 1-- 1000 S.H. TAPPING SMS HEAD 'TY=.) 1000 P.VJDESIGNER AUXILIARY PLATE SILL (TYP.) (FOR ADD(TD?NL ANL M, WHEN R£W(KP) .... O a8 X 3/4 SELF DETAIL TAPPING SMS O_ O IX2X3/8 TUBE MULLION 0 NTRAL FL O Il A B.O.A '0 BY WOOD 118 X 3/4 SELF T y K BY OTHER 1000 S.K TAPPING SMS MANUFACR WR NAME: HEAD (TYP.) OR/P* Ptf VSECTIONA —A (2) 1000 P.V./DESIGNER I M SILL (TYP.) R8 X 3/4 SELF 1000 P.VJDESIGNER 1X TAPPING SMS 27/16X3/8 Stu (TYPJ TUBE MULLION IS X 3/4 SELF TAPPING SMS SY$i(v11 . FTUBE MULLION SEALANT BETWEEN VINDOV FLANGE L MLlL113NfflAPPING8x3/4 SELF SMS HEAD (TYP.) SECTION A —A (4) 1000 P.V./DESIGNER I SILL (TYP.) r N8 x 3/4 SELF TAPPING SMS 1X4X3/8 TUBE MULLION 98 X 3/4 SELF 1000 SM. TAPPING SMS HEAD (TYP,) IS APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR s8 VOOD SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION _- X-tpt- r— A _- L1 1/8' MIN. EMBEDMENT ELEVATION VIEWED FROM EXTERIOR DETAIL 8 APPUES TO HEAD 8 SILL INHERE I' X 2' jAI" X 2 7/16' TUBE MULLIONS ARE USED W SpALLATTONANO4M DOD S£R£V J IL CLIP 88 X 3/4 SELF TAPPING SMS 1000 S.M. SECTION A —A (7) I I/8 NI1 HEAD ( TYP.) -1 ENBEDMENT FLORIDA EXTRUDERS INTERNATIONAL, , RIDA TITLE: SER. 1000/ 1500 FIN SHEET I OE 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 Or 2) "OR DESIGN PRESSURE CAPACITIES c DRAWN' BY: MS I APPROVED BY: low SA t x 2 X 1/e : iow Sri IW.c tTYPJ TuM, MULLMN JA+ CTYra r SELF 4APPING SMS. 10% SR JAMS tT VJ 16) r- 1 X 2 X 3/8 Gta= TY. NWD—_ 017AIL-... - .._-•--. Dtcx BY o'WRS r 1/4' MIN sP X V2 SELF i TAPPI,VG;SNS 7- d , _ _ a. sL. u : • : ! a, - :: f a i ryra' lAld••tS :..i :.-:a.y ! r--z-s---i.,..., s.a. ..,.y. 1" Ls— ...ii^•"sAr eft :'+.,..w.-'.y..,. GJ.vi"1Ti+s .:.-i-i+i tPW 1; ? i $..,i'`'w"..-'r.^o-.."r•.••..,,,,^tk.... ii77: fL r } •_—•QTy'A}i i2i - 4 ttC' r_..__ = . _ lfiP"UCti A?Pt.IES TiI H£Aii g'i£ I€X c 7/16' x 1/P X iU$E ry- -- - 1 X 2'.7lib X o/P ;" 1.,0 S.Y •-" ' _ C*• a " TUBE MIJ4'W - JAMB_<TYOJTtwoS.4i fUIiE MJLLI N 4 ;s 1 4i 111 ~ t QETat 8 " W ,5 TAPPINCpSMS aauu rarawsss V1Nsk7{i SETfLs 7'srx J.iarc K TAPING SMS 1 SECTION A —A (3) , s" 1X4XC/e: T62E 1RJLLMN . Me Si! JAMB t.YPJ ze X ?/: St+ F WPik SMS E X -Ir SELF iNS7ALL ATtdt ANCHOR ' iTAPPING -SAS ( 3/16f DM TAFIDW x *# xP X 1/2 SELF TAPPING Sl.I$ SCREV ANCHOR Sift CLIP MY 1-1/2 SELF v1xD0VTFLLA < ;• Q 1 1/A' MIM BcfLK S TAPPING SMS i M-LIl3+ i a =: Ems= : `' w a huUMM SECTIONA —A f7) _ . ,L —T rr!/2'SELF MECAS7 SIL.-BY C'NERSDETAILTAPPINGSMSbfffIIk3YATESECTIONION A —A _U44 i t•'GR AflLT11 NAL ANCi+ MS, WLEN 1 X, 4 X 3/S i t 3 c - Tt)SE Si.G1IuN 13.0• 1 y Y jvwr i --- r U ^ TERFUFl r j SMS', TYF.) - -TAT' ' I i z'ofA t: I V- Eih£ FROM £XT=k'OR WJF,AFr.nZ S"s SCA2 AN, SET,4EEN \ —SEA, Ak TV _N NTT; -- FLORIDA EXTRUDERS mmATT°KAL trx° t SMFORD, FLORIIIA TffLE:r_•. > Gi/ uC; FLANGE SHEET 1 J0,2 i1RiW'N I APPr4VEI) BY MiAMhOAt» MiAdtl-DADS COUNTY. FLOW METRO-DADE FLAGLER BUILDI DUILDINC CODE COMPLIANCE OFF Mis"t'RO-DADS FLAGLi:R WILD 140 wl:s'r i.*LAGt.C1t S""rltliE'i', Stull{ I MIAM1, 1-1L01110n 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)373 Premdor Entry Systems (:cm•rRA tort LICENSING SECIr 911 E. Jeferson, P.O. Box 76 (303)373.7577 1:A*%(305)373-' Pittsburgh ,KS 66762 cm'rtt.%c:rott t>n'ts 305) 373.29" FAX (305) 373- rttouu(: r CON'rnot. mvi 303)375-290: FXX (305) 372- Your application for Notice of Acceptance (NOA) of Etttergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Dai 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 i product or material at any time from a jobsite or manufacturer's plant for quality control testing. if i product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this Approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Code, The expense of such testing will be incurred by the manufacturer. c" ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raut ttoangucz Chief Product Control Division THiS IS THE COVERSHEET_, SEE ADDITiONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUiLDIN'G CODE & PRODUCT REVIEWCOi1•UMITTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. 1PPROVE D: 06105/200i V Francisco 1. Quintana, R.A. Director Nliami- Dade Count, Building Code Compliance 01'111c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN U 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, fot'.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NVIE Inswing Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets I through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date 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 icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that (lie ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and (tic arcs arc desi,ncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components sliall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system {shutters): the installation of this unit will require a hutti, protection systcrn. 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 PCRMIT.REQUIREINIENTS 6.1 Application for building pcmlit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, ciearly marked to show the component~ selected for the proposed installatio 6.1.3 Any other documcrits required by the Building Oflieial or the South Florida Building Co, SFBC) in order to properly evaluate the install 'ern of this system. Manu t Pcrcz, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5.2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . 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 scaled the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, wliere it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OF THIS ACCEIP',tm-4CE ManueYPerez, P.E.; Product Contr xam Produ 'ntrol Division Glazed Units COP-wL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Masonite International COP-WL-MA0141-02 roliami-Oad L e OCCO 02-0419.08 Application Fled) 52.0 WPM NO Arrangement X SinUles (width) 2'0* TV 2'8" 2'10" 3'0" TV Not Listed Not ListedArrangement X0, OX, NO 1 Multiplest 2'8" + 1'0' t COP-WL-MAO143-02 i t r 02-0419,08 Application Fled) 52.0 NO 2'8" + 17 2'10" + IV 210" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144.02 02-0419.08 Application Filed) 52.0 NO I i 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1,0:, + 2T + 1.0" 1'G" - TO" + 1'0" 17' + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'l0" + 2'10' + 2'l0" 37 + 37 + 3'0" XX, OXXO Y.B" 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO i 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2.8" 2'10" + 2'10" + 210" + 210" 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 forbuildingsandofstruch-res). National, slate or local bui'ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. sAi 9& P12^9 U Cl a. kcraff ARkEK VIPP"41.^SS kNI 114n"t /in.r••,.,rN re.rN"Grr poet N Ape t t9. 2fM7 o•..q oe•n Ourro"p"w'y pwpam of p-ranmipwXmtm m let fprd6o60"s,6tip" mopopncu MafOni1Q Ifl t!IOat1011al OrpOraliO tt 0161d W14CCI 19 tharve wnNoN "mire. cop-1R-MA01 00-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" 02-0418.03 X 2'8" a COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" TV Not Listed Not Listed — — I X0, OX, OXO I I 2'8" + 1 0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO L 2'8" + 1,2„ t'0" 2'10" + 1'2" 3'G" r 1'0" 37+1T 1'0"+2'8"+IT COP-WL-MA0164-02 02-0418,03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" +'IT 17 + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 12" + 2'10" + IT l 1 e" + TO" + t'2" l 2'6" r 2'6" - 2,6x 2'8" + 2'8" + 2'8- 2' 1 C" + 2'10" + 2'10;' i 3'0" + TV + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 21" + 2'6" + 2'6" COP-WL-MA0165-02 02.0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'l0" + 2'10" + 2'l0" 3T + TO" + 3'0" + 3'0" Notcs. 1. Cccr a.rangements using fewer panels than wila! is Shown in the above chars also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCG 7 (Minimum design loads for buildings and ocher 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. C ak raftARTFEW t, .w..I.\tt .„v 1 A VOORt AD, +s. raa 0-1COM-IN-.,0 VIVA --Of pOOws mDr0m10t Ml%es Wllvlil*,M. tlHipn Lm D113.0 Masonite international Corporation ON;n "Y i.Y, to cb^tbilwl rI.CY. COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing 7xi, X 1 r X3. OX, C::0 Singles (width) TO - Pasonite International COP-WL-MA014"2 Miami -Dad I e BCCO 02-0423.01 Application Filed) OP Rating 40.0 Impact Rated NO2'8" 2'10" - 3'0" XT Mullilifes (width) 2'8" + 1'0" Not Listed Masonife International COP-WL-MA0148-02 Not listed Miami -Dade OCCO 02-0423.01 Application Filed) OP Rating 40.0 Impact Rated NO 28"+12" 2'10" + 1'0" 2'10" + 17" 3'0" + 1'0" I 3'0" + COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO i 210" + 1'0" — 17 + 2'8" + 17' VV + 2'8" + 1'0" — 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 21" + 2'8" 2'10" + 2'10' + 2'10" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02 0423.Ot Application Filed) 40.0 NO 2.6. + 2'8" 2'10" + 210" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423,01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Votes: 1. Door arrangements using fewer panels tear, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from, the Masorite International website (www.masonite.com) or from the technical center. 3. lnsta:'ation ins!ructions are availa5le from the ir,asonite International website (www.masonile.com) or from the technical center. iiCIU; c_slen pressure requirement for a spaci'Ic cuild!ng design 6 geographic location Is determined by ASCE 7 (Minimum design loads for bui,dinys and other structures). National, state or 19cal builoing codes specify the edition required. 5. Masonhe International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakc aft W n...l. i Y.• P REKry 11"1," --1,1 .iC-1'MV 00.1t1 .L.,.Trv...+K01„ Cv"T DD_r. 4c1 ca:la>ty!c;:c1 o1 p1p(y(1{1r.p10abaegr"oe!fpear!:. ns.enq. 7a px.c1 Masonite International Corporation S> 1,e:1 . :'ini•: 1M11t11: n1.•i;e. COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing r t 1 r• 1 02-0423.03 COP-WL-MA0166-02 (Application Filed) DP Rating 47.0 Impact Rated NO Mrjinr X t 2'0" 2'6" 2'8" 2'10" , 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Mulliples (width) 2'8" + 1'D" masonite international1 COP-WL-MA0168-02 Bcco 02-0423.03 Application Filed) 1• Flaling 47.0 Impacte NO 2 8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 17 3'0" + 12" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423,03 Application filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167.02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" +2'6" + 2'6" WL MA0170 02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2*10" + 2'10" + 2'10" + 2'KCOP 3'0" + 3'0" + TO" + TO' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 O aka AR EK'" e'I NI:Ne:l,AtS e:IV'r"V 1)DO"S NemT .br,efiwrYu t""/q^'. PRfA1 Ge%.r n - 0qe 29.2Wi Masonite International Cor orationOwcommw"p propiatm W pr"pua •nOrOvtmeM ma4e5 SDeeft)Sgns. Oesq" an0 O+000e1 P 4 SO" 10 eWOe w1111001 "Ne. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing COP-WL-MA0101-02 01-1031.01 76.0 NO Arrangement X Singles (widlh) 2'D" 2.6" 2'8" 2'10" - 3'0" TV Not Listed Not Listed Arrangement- X0, OX, NO r 2'8" + 1'D" anal COP-WL-MA0103-02 Miami -Dade BCCO 02-0109.10 Application Filed) 1• Rating 55.0 ImpactRated NO 2'8" + 17 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0104-02 02.0109,10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 76" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'l0" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. 13 O ak raft AR EK" t."rVASS kN7"Y DOOMS 0—U.— F4-p. 1M oxen • ow",r o•e.. Com-n 29, 01 Masonite International Cor orationOwwConnn",np D.Opratr M p.Oowl mp+pvemMl mates Sp!(aK.alpnS. O.ipn and D+00"Cr P 411411 s"aec, to cnmpe wnnaw not" Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Arrangement X Singles (width) 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement- X0, OX, OXO 1 2'8" + 1'0" nite international COP-WL-MA0123-02 Miami -Dade BCCOMiami-Dad 02-0109.09 Application Filed) r• Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO IT + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6"+TV+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 Fled) 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-MA0125-02 02-0109,09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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 Oakcraff AR EK'" YtNFNG1.A{i F:NI' NYAo. DOONt NemTe.welrMrlOu lorry Ossn , C itgt oWMasonite International Corporation ouroDutluiDpa00tamMatbWimaOYlmlINmacessDlcNKalgm. Onp" m0 DIDOucI 0034 WNW 10 [mope wtl M MIKa. Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing X Singles a 2'0" ImpactRatefniteInternational COP-WL-MA0106-02 I'Marni-Dadd BCCO 02-0109.08 Application Filed) UP Rating 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0108.02 IAiaml-Dade BCCO 02-0109.08 Application Filed) DP Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + t'D" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + 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" 210" + 2'10" 3'0" + 3'0" 2'6" + 21" + 2'6" + TV 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 8CC0 protocol PA201, PA202 6 PA203. O ak raft J ¢ ". T .• e J n00"t AR EK'" t..lul..e 1. no el M1:"fi l.A t ENT— f+.-T.—f+•Nu E" Om.` i/lU'1 • . Ji..r . A0.+29. 2002 OW 'O."nump WOWam of P'00KI _P'"emmt maaea apecilgalgn3. Otagn 4n0 0100.0 Masonite I n t e r n a t i o n a I C o r p o r af o n 0"", SuOKcl 10 ch nae Woh"l n We. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Masonite International COP-WL-MA0126-02 Miami-DadYBCCO 1111:11I.MINTIM 02-0109.07 Application Filed) 70.0 NO Arrangement X Singles (width) 2'0" 2'6" 2'8" 2'10" . 3'0" 3'6" Not Listed Not Listed Arrangement— X0, OX, OXO lth) 2'8" + 1'0" Masonife Internationalr.l COP-WL-MA0128-02 r 02-0109.07 Application Fled) r• Rating 55.0 ImpactRated NO 28"+12" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 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" + TO" + 1'0" 1'2" + 2'10" + 1'2" 17 + 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" + 210" + 2'10" + 210" 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 E 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. 0akcraff ARkEK'" W ,..•.I.r, a,rl la erl f.alk,.rrelror, e KVk(: A%.% Y.N'1'11Y 13009S N Tw F4.,U, tm Dow+ //''// ADri129. 7D,k rom mrrrOOip pobrsm of woew :nOrovwnerk manes TDecilicalions. asgn ana woOucl Masonite international Corporation OejaO sublKl toCh&W wOhoW rMiee. X Unit s- TYRN. , 1 UNIT 8'0" UNIT r5116• 17-1/8' MAXIMUM ON CENTER TYP. 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 114" f f MID-WL-MAOOOI.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o....,. o..., Du,'ON no7 Masonite International cor orationOmcomnunDpro0r of Wooutt "^DrN'emem makes specaK3lans. P 0594 4n0 WOW deUe SuDIKI 10 mange wehoul holKe. XO or OX Unit f f f f f f f MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE UNIT 8'8" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening .t Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: I. 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 ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 apre29 2532 Masonite International Corporallon 1)v 1, ^.'104,#n, 01 INWlvl1 xn1 .tn,tni ,nv t) f1Mt 1K+, Una Oe59n inC x%A1 d"34 SAW 10 0in9e -A00u1 D01,6e. OXO 00 r Unit r SINGLE DOOR WITH 2 SIDELITES I" UNIT 84r UNIT 15/16* 17.1/8" MAXIMUM ON CENTER TYP. CountminimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening •1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t 1 t t t I t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 l .tl"Irr•ly I•o." PREtifM:%..//..ems. ( • AP1429,2002 Masonite International Corporation Q., VI yrW:r ::.r l+YnKlll mJ-V311rli IK.Jr.Vo. 0,110. anc DIVOul1 at1J11 swic`;l 1U :l.Jny! .4hout ..1- oxxo MID-WL-MA0005-D2 Unit DOUBLE DOOR WITH 2 SIDELITES b- CL TYP. TYP. T O TYP. TYP. Tyt 111 Il I 11 Il 1 ll II 1~ 5'r 13- UNIT 8'0- UNIT 5/16" 17.1/8' MAXIMUM DN CENTER TYP. t t t t t t t t T T T T T T Rough Opening t 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.114" and achievement of minimum embedment The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April29. 2001 Masonite International Corporation Our commwno plopram of moauct -V me mw mots %W'4a om. also• and momm atmu s•hte<t to w.moe -shoat MI" XX Glazed Inswing Unit APPROVED ARRANGEMENT: O O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size. 6'0" x 6'8" Design Pressure 52.0/-52.0 Umiled 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 designand geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: an no no na nn no 100 Series 133.135 Series 136 Series 622 Series 1/2 GLASS: 0 0 ou OD D nn on on on nn on 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 2e NL 107 Series' 106 Series 30e Series Series' This glass wit may also be useo m the lollowing door style: Eyebrow 5-panel with scroll O ak AR ! EK'. r..,.....1,1.oT r.1 1'IDURGLASS CNIRV 0009% Wn.i .anN fkqu. rnryDann a/C../yy • w Ova.•.r Ose.. April 29.2002 OW CMbfmae WOWa. Of 01000 f -701t t.1 -AeS SDWIKMl O-S, asps MO o.oeutl M a To n lt e Int er n a tio n a l C o rp o ra t i o n oeud Saeletr 10 CNAee wRhWf r*l f XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: ; FULL GLASS: 0 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149Series 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-DADE BCCO AA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff _ AR k EK'- W..v.l ara,n vJ 11"l"r:e111 C.— 0'111.1 Wn 16 Ora.-r.. I—Dm April 29, 2002 ow Comm v„ g wooram of prodva .morovemenl makes soKoKsi*n. doign ir1E wo" Mid svaRC, 1. CNnoe vn1h W Wm a.. r o.. Masonite International Corporation 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 6'8". Single Door with 1 Sidelite Maximumunit site • 6W x 6.6e 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, state or local building codes specify the edipon required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 114 GLASS: ao 0o 1 an 00 00 M1 00 100 Series 03. 05 Series 136 Series 922 Series 1/2 GLASS: 0 0 U0 d 0 00 00 00 00 00 00 105 Series 106,160 Series' 129 Series' 12 R/L. 23 R/L. 2e RIL 107 Series' 106 Series 304 Series Series' 11Hs glass Yl -nay also be used in the following door style: Eyebrow 5-panel with scion U Oak gaff Wn..•I•ra n AR k EK' I In1:Ml:l .\\.\ LI.1MS' UIIIIN N.r.l..w.l lrOwtOu lrml Open Apld 29. 2002 OW COM•n ; D•DV'dn. DI DrOdu[I MkD•DVtnitnn rn,IktS SDttrtr[NVn1. DCSrVn rr:0 ;r r:.tr o....,, lee.. M a c o n i t e I n t e r n a t i o n a l Corporation MW S.W!I It Crunet wdr—1 MKe XO or OX O' ' I , t Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 _ 1113 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Seties 200 Series 12R, 12L 23R, 23L, 450 Series 152 Series 149Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab 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: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oakcraff AR k EKI 1 sJ 1111L 1 .. C '1 M1 111II1M, Np T."e•.e,,D.. f..DT Opp„ Ap1.129, 2002 Ow eontl ,ne o80elim of WOOD 010vMM1 mMeS Spetlbt~S. Oe$gn 3-4 WoeOCr jel441,D^110 CN.Ue M11noDl "h(e PREM a Masonite International Corporation oxo Glazed Inswing Unit APPROVED ARRANGEMENT: it O V: I tliN FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size • 9T x 6T 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 buddingdesign and geographiclocalion 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: MM Q nanasasas as as 9 as 133l00Series. 135 Series 136 Series 822 Series 1/2 GLASS: 11 0 0 0 Mn as as as as as as 105 Series 106, 160 Series' 129 Series' 12 RA. 23 RA., 24 RrL 107 Series' 108 Series 304 Series Series' this glass kit may also be used in the following door style: Eyebrow 5 panel with scroll Oakiaraff AR k EK" w..,..1.•1.1IAULlit:LA\\ E:NE"1'A000K1 re.A+WM rw..p,u Emr)oor\ At) r4 29, 2007 OW EOM -N W 0g14M 01 rh00un mU-OrtT MAC% SDKIIK)10nS. OeSpn !10 D100UE1 004.1 SuD0.'0 t0 Gunge ...how no" Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r no oa 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r 129 Series 200 Series IN, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31132" 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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EW l;l Ul:NliLAS,% LNI.M 000MI M T.As rLre6. t.n, Dea. APIs 29.2002 Our commurne PmpPlerr, of orooW improvement mikes swilicaons, design and woourl OMA suolecl 10 ch"t wg0001 n01Ke. Or• , Die., Masonite International Corporation OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT. t f,`. W 0 Double Door with 2 Sidelites Maximum unit size . 12V x Wit" Design Pressure 52.0/-52.0 Limiled 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 specific building design and geographic locatlon Is determined by ASCE 7-national, state or local building codesspecify 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: 00 00 00 00 00 000 00 100 Series 133. 135 Series 136 Series $22 Series 1/2 GLASS: oa oo El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. Z3 R/L, 24 1TIL 107 Series' 106 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakraff AR — EK'" I C•lotsll F.11t:MCL.s"\ lN'1'MY WnOms r ,Th.urNF—jk .. tmrr Ooe.. I"1/1/x y"/I`i% 19 o.a:1. oee•. April 29. 2002 OW C"M W,,e DIOCO&M DI p10DOc1 -O,Ove"nl I keS sw,l.cmgns. Oes'Dh MO DIDOVcI M a s o n i t e International Corporation Ot13i1 svOlttl to ChMpe'ahow nol4t OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t 0 0 e04 Series a 10 Series 109 Series t 1e, 120. 122 152 Series 1e9 Serbs 300 Series Series APPROVED SIDELITE STYYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 211, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak!Wraff AR _k EK'" rn¢r.,"s nret ,unnw, r•o...r..wsra..p»b•o, oee.. AD14 29. 2002 DW COMakon WZaM 0t Df00ut1 mW"fMtM Makcs SWit"00s. eeipn and WU0ot1 asVDM10CMlpeWOW roke Masonite International Corporation XX Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 7 oIt 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 = TO" x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determinM by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: a 0o 404 Series 00 00 822 Series 0 108 Series Oak raft AR EW 1'I1MAC..LA\104, Ns' UUUNS w.•b.wN to r-,ewrD.— April 29, 2002 Oval conen,,,Q arogranl or produel engno,enleril mpAts Specdlcan0n5. design and 0100 I M d T O n l t e international Corporation dela.l s.%ecl to chant MnhoW nol.ce. XX r 1 I f Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE Oakccraff To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR k EW Ap10 29, 2002 Ow c000nwhe aoetam ofMMutl + 0emtM maaa aptalN alq 4. etsq" aM pt001Xl 010 %. WC1 10 !harlot wtlMW mw I • al,,,..tltT troT V ir. ..i,w a • OrarOes.t Masonite International Corporation XO or OX i Pt r : L Glazed Inswing Unit APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Madmum unit size . 6'0' x 8'0' Design Pressure 40. 0/-40.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specificbuilding design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD- WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/ 4 GLASS: on 00 en series 1/ 2 GLASS: El a00 e04 Series 108 series Oak raff AR kEK" 1..1.,...1.1., rlllr r l.\C I:v"INl' nl ll"\ Nen,4.aw.0 r.y..rl... l.wl Doe•. PRE l/ ADre29 2002 Masonite international Corporation be. c0"-uma D,W.. a dasge and P-1.1 ucle- 1 worca 10 03.9e ..noel n;,l•cc XO or OX P " I ' ; t Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: el TESTED IN ACCORDANCE WITH MIAMI-DADS 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 OakcTaff ART EK w-1 •gar"rft.i.,c.l 1' IUINI.L I+\ LM I'N\" UI)IlN[ N.n.Tnunaf.e..ebo Emrr fMs.Ewv)Deen J%ia ii n%.J/...... D Ci, Ap+ i129.2002 Masonite International Corporation Ou. commymp preprsm M D.Oeun +.+W WemmlmaMei spec.+4a+q s. oesp aM p.oducl peua : aplec+ 10 cnJ.10e .11"0 Epp+Kl. oxo 1 re Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unksize • 9V x fir 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 requiremems for a specific Wilding design and geographic location is determined by ASCE 7•nalional, state or local building codes specify dle edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: Dm 0o ao 822 Series n a 00 aoa Series 108 Series Oakcraff AR T EW o VIOUMILA\\ L.41X%',00IIM.\ wo.rli.eM 4Mrey.. four Oven April 29.2002 M a 3 0 n i t e international C o r p o r a t i o now [oMlnwpe proplam of prooud nlpro•tmml rn$e1 $MdU1.on$, ee$gn Am ploou[I tlKad SubiKl to mange.000.Obit, OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Blo Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series $10 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oakcraff AR EKI- I SOCK:LA55 k;NI AV 00OM5 T.%w dFl—#.. 11— iflRfM UlZ r lwi.r 0 April 29. 2002 o••r••r o.... Our comuluurp proplam of prooun "Dro.emem makes specEreaions. Eeslpe and prooucl Ma s o ni te International Corporation Enact $01to 10 Mote WmMul Mike. OXX0 t t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: v< O Double Door with 2 Sidelites Mi dmum unit size .12r a 8'V Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant requirements for a specificbuilding design and geograp* locationIs determined by ASCE 7-national, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a El 00 404 Series 108 Series Oakcgaff M'..., -fit a ARTEW G<bu•+My Iron 1. . s VOULAUL.\\\ L•ra'1'"1' UUM)M.s r+enT....rN fi..tu.. tmrl pow. ^^nr eI\ ry nsr April 29. 2002 o...,.T o..r' M a s o n l t e International CorporationW, commW,y prom. al Mpdutl-M.vM"f maws smdocalgnl, de31e" e.e e'uduf detad suolKI 10ctpnee wanoul MMKe. oxxo II Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: t. ti 810 Series 300 Series APPROVED SIDELITE STYLES: 450 series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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). M ** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft AR 4 EK'- 1111I9(;1AVS VN'1'"\' T.—.. i0errleu t—,oa , Apnl 29. 2002 Ow• .Dee.( M a 5 0 nit! International COr p O r d t 1 0 nOwcODaw'he OrOeym Of po0vn ^0'O.e.N make% speC lt,laDs. D,SIeh eh, D10Dut1 eNie $WD1,Ce10 Chirp, uilhoyl no1.Ce XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6T x 6T Design Pressure 55.0/-55.0 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 specific building design and geographic location is determined by ASCE 7-national, state or local building codes specifythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 an na 00 00 SUB 00 100 series 133, 135 Series 136 series 622 Series 1/2 GLASS: 00 00 00 00 nn 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 RIL, 24 R/L 107 Series' 106 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakcraff ARIEK" 1 un;wrLnss b.ve Dodo ryyq S Apri129.2002 0., conrw.N woprem or d•odua ...es iwcdr v.o desgn end DWod.i Masonite International Corporation one.. suorta w cnenpe wanom woe XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raff AR k EK - flUl•Ne:4.11\ LNflt\' UUON\ rvemA...,.d ekn."Cnurpaon o.. a o.... April29,2002 Masonite International Corporation our C"hftup poll'- OI O,o" no,Oveme -acts SOtCO-lions. OeSgn and oro0"tl O n., su0itt1 10 CNnee en-0u1 nm1 e XX Glazed Outswing Unit APPROVED ARRANGEMENT. 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit sin . 6'0- x8'0- Design Pressure 47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: I>® oa oa 822 series 112 GLASS: n E] as ege Series 108 Series Oakcraff ARkEK" r..l,,,...lr r..m FItl L'Nt:LA\s lN'rN )' DOORS N.n.Wy.AIO.ryYN lnvr Oeon C., Apnt 29. 2002 o,...... o.... " 0m tommwna Wi Q,am of MOo..tt nlpro.pr.lN ma..3 3ettddalgnl. Oe)ry. i..e D.0011t1 M a s o n i t e International Corporation etlad s.oMcl ro rha.ee wAr.W node 4 3 2 1 1 25 GA. STEEL SIGN)(s wTEmEnwE mEs tort ,E NDE Horn REVISIONS STEEL ANa ADa9 " REV. NO. ZONE: DATE: I ECN NO. I APPVD: I DESCRIPTION a S" CLASS OR A ) 82 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT iecauAC' AMAKARE SOCIDHH HHDRzDow TRACK sR (Do arSIGMW. M s to -L-boc ro D00a coon wsrAum (ro SIR1) CROP. NWN Pm ACO roc-I-ADc SKSKDAOaP. BOTraM t cfxlnt). D T1fl1' U G oKY. STEEL FUG "RACKET, 1 I f.1p1 FASIEIm ro W=W 1V1B WIN3/f0'xi-3/!' HOOD tAG 3Gii11i LISTED ll C A,AiRAe,E AS AN OnDN C ' ( 2• mv. STEEL TRACK 1• WL Tmtx iNp01M ."O' MEN - No TYP. 2-,/re12 G OKv. STEEL OGCK BRACKET. IWO POWs 7Daav wD (4) TRACK ORAOfflS PER SDE uR TOP BRAaTEr REPORT#9606C°R C r . zd G TA-81RS lBLIDBCX U-BARSTOOONflRu- tti K._mnv. m7Kw ONEB SECRON. ETC.) SHITET METAL 501EW5 OOCATI N OF A OPRONAL OUTSIDE Jam LOCK P'ONIION1 MAX DOOR WIDTH - ldr-wNOME A} 4b/ 4' sEf tAPvra xm rs. 4 u PKD HRNrts ,e G w,HW«DNTY HHPrF NOTE 1, 1 O UO SCREWS ON A CFIOFRS. 1 OA 1K $ • 000RS w ro r-0' NGN CONSIST 0F 1) sECDora FRONT FRAME WITH uv. yEp . , SOtE1t5 MAY K COUTOMI K DOORS OVER Y-0' NIGH CONAST OF ( 9ZRDN5 (iSD 916NM). caTND ON OUTSIDE AEEtPx (Bur tlDr RfQIRDI TO ProADE A FLUSH MOU DING STOP MOULDING; BY Dow MWALM (ro am SNFAC6 NORln7MUL HAIRS 00 WW TRANSFER IDAO. 20 G TEL CALv. Spit. END SOLE 2aEYE1J/FEPEE iN1B y OPIIOWL H0 5Ad 20 G GALV. SIM INTER. SOLE j I 2' vO A UIE g MOLnmWSDEsECTIDnee12GGALY. SZEL TRACK paman23 G MIN. STEEL LITE RETANER PT/ 4' PM HEAD SCREW BRACKETSs/7S WOW ANN SHAHIYNTEDWONfr40YN. (,D SCREWS PER LITE) ANODES ON 21CExERS (C-00 PER IR40C BRACKET. j\ LAO SOWNGALVANIZING. A BEV-QN P FROMMWESTER RAN 0R 24• CODERS (2.oro PSIuN CONON7TF:) aR `1/1, L0. tMND AND ABAKED-0N tOUiBiTR ,I a4• iKOON IE16 ON T7-T%C CENTD6 (2,Opp to G eN.v. STEEL CDOUt NIOE TOP COATAPPLIEDroBOTH ' lA1CN''6 p.0MS7[RS NOItlFWD N FATTfl1EN (O5(N¢E PFRAOt1ER) f TO MER STEELS V(4 MF, am SIDES or STEEL SKIN. AI G CALY. 57E71 TOP OMO vERFIGL 1RiICN. WTII IAPCONS. . YHOHORS WY COUt1OWRN 12 G CALY. STEEL TRACK ORACIQ:IS FA$TOm W EW STKES FdLKi4) #14aS SNFET RETK 9dICY4. ROLUM BRADIV. EACH ONEEAC IATCxOF REGUNIED rCAW. STEEL TRACK FASTENED TO T4 G GALV. ITOLTER ) BRAOCET ATTAOED W/( 4) IMFR. 57RE (&IT NDE PEpRRED) D PnOYDE A FLUSH TRACK ATTM,ED W EACH BHTACkE7 tbd e' yE7AL sCIIMS AHP VP .IGWTS. tAUAN" T NORaoNrAL aWDs oo NOT OO/f-d/S' Df1LT ! NVTf•) 7f413F. TAPPWG SGE115 PER ENDOR TWo t/4' OKRNETS. oursDE 121EDNMaE00 DO 2• DA. SHORT STEM. 10 SALL SIM ROLLER NNGGEE.Y SIRE 57EEJSTfl. fA dBBOPEI RANK N651796EKD. PETDED ro E11D BIER PN®ARAmN tr 4um BY OTHERS. FLORIDA PE fWAS WAGE HANDLE SOLE NORTHCHOWAPE12TBT2rTALLu-BAR 4) ,/4•x3/4' SELFHDCx 9AR20G OALv. SKmP940 SCREWS. • SWP uTnH IDH( oP,1DN N DESIGN LOADS: +24.0 PSF & -24.5 PSF YEBD sTEET+ctAE SO "Oz OutSDE L C SIDE w1 BEOMa4IDB1TYPrott5SIO7M1. OEOAOOSTEST LOADS: +36.0 PSF & -37.0 PSF 3 ACCORDANCE r rALL a 20 G GW. STm u-eARS OID AIDE BOLT a oorn WIM CANE T BBUILD C0 THE BUILDING ES TNEELLODSLSTDWAPATTF/EtT7P0 VEtTCi!4ES fNs.DNAIIlp6 wl o,AwCHWYW.W oisL PART NO.: NJAEoN earrOW sEeTAOT4. biU- bN (N WTO YODKX_A EA47HU-9WATTACTIfD TRH(. ONE N01CO TMm S1aTM OGwwia43T2 11drt A Sde tdOD /'1TERN 4' SElF TAPPING SCREWSLaxON "v. IDEAL nExT.oGT1GREACH SIDE°'TOL.ERIWCESOF° M4..N.0 - L. OSsECTDN A -A t90E YtEn, 10 eaT,mw R, PAN PNrNA Fohnoe .00 t.015 DESCRIPTION: MODEL 6RST W4 )6-0 x 8-0: 24/-24.5 DESIGN LOAD V..w Vw asVu 4rY P4M F .000 t.DOS rxv. 5fEE1 1DrTOM eRAuar.R4VR 0000 - t.00t DRAWN BY: 8MMATE: 4/18/00SCALE: NTS DWGIED Wm4 (2) 014d/B' SHMMETALSCREWS. bars aNAWi e+rWa... E%TA/8Wt jJL Tt" A"4e (Ntq— - 11/2' CHECKED BY. MWW DATE: 4/18/00 SH£ET T OF I SIZE L Ywx Project°^ ` AAE IN rcHmDWG. NO.: 102138 REV. N0. 1 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKINS LISTEDOPTIONALOWGLASSOR 1 8' ACRYLIC LITES AVAILABLE SECTION( 1) IN7ERLIEDIATE STILE ( SECTION 8-B) ATTACI D W/ TOG-L-LOC (rpp k BOn 20 GA MIN. ENO STIRS ATTACHED TO DOOR AND UREIHAN7: N#1ESNE (AI.DNC CEHTEID N PATENTED TOG-L-LOC SYSTEM A TOP, 80TTOM k CENTER). REPORT#9606C 8 • I 25 GA. MIN. GALV` / STEEL SKIN COATEDLOCKPOSITIONABAKED -ON PRIMER, BOTH Ste) AND A BAKED -ON POLYESTERTWOPOINTLOCKINGTOPCQATSIDPSOFOFSTEEDELSKIN. ONE 3' TAU. z 20 CA U3 (50 KSU) PER DOOR SECTION. p,,p SLIDE BOLTpiwv5tkELOCKENGAGES INTO VERTICAL TRACK. ONE M iEACH SIDEeLOOKON LOCKOPTIONALOUTSIDEKEYEDLOCK OF DOOR. YAK. DOOR WIDTH 9'0' INSIDE SIMEH114x5/5" SHEET METAL SCREWS LOCK BOLT O NOTE I DOORS UP TO 7'-0" WON CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). A REMIONS 1 I 1 1 As 1 11/00 1 - I MWW i OTY (1) WAS (2) FOR TRACK BOLT I Y THICK 3' TALL U-BAR 20 GA GALV. STEEL Li 3' r t4 ra C.Aaim TOPACH 62 V'.W AnALIIEDEW(3) 1h5 SHUT METAL SHIP LIP Jowm 14 G Ka1W. Sim EW iQEy 1O(TfQ) EoL91111HE:T W'14 t (4) 1/4'x3/C SEE TAFF94 SCFVM HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 CA GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16"xi-5/8- WOOD LAG SCREWS. DOUBLE TRAMHEADROOMTRACKCONFIGURATIONLOWIs AVAILABLE AS AN OPTION D.w HEI ff 1' 6 - 702- GALV. STEEL TRACK. L. MIN. TRACK THICIRIESS: .060' _ mow. 8 -0 88 z TYP. 2-1/2"x12 GA GALV. STEEL TRACK BRACKET. a 4) TRACK BRACKETS PER WE ELOcomm. O L14R TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE _DMIRIF 7AAl`K O 13 Ol 6ALV. Sim BOTTOM LOW HEADROOM OPTIONOBRACKET +D 11ET. ATTAa181 IY,D 1/4'z3/4' SELF 1 2'x3 TAG SCREWS ON 24 CENTERS. I. O.D. Mkt. /14x$/B SIM IETAL SMIM n ^ OPTIONAL f0 SCREWTAPPINGSCREWS. WASHER REQUIRED. LAG SCREWS MAY BE WUrtEftSUNK ALIAYARi F%i1M1510N SSB GLASS OR WITAPPING 14 GA END HINGES 18 GA INTERMEDLATE HINGE (8UT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING A VINYL WEATHERSYRF. 1/8' ACRYLIC LITE SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION B-B MEW 'B VIEW/ 'C• STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB- / /-20 GA MIN. GALV. STEEL END STILE 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16-x1-5/8" LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO J 12 GA GALV. STEEL TRACK BRACKET'S. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT h NUT OR TWO 1/4- DIA. RIVETS. SECTION A -A (SIDE VIEW) 8x3` 40 P LITE) ENOVERTICALJAMBATTACHMENT (- MOLDED ASIDE STILE 3 P51 YIN. CONCRETE ON AI ,. LITERETAINERS8x4SLEEVEAJNS••IORS ON 24'x CENTERS (BOTH IMFC-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR _"fr, a— r- SNAP LATCH 04GAGES STILE 20 GA GALV. STEEL INTER. STILE 1/4 x4 TAPCON SCREWS ON 24 CENTERS (2.000 PSI UK CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' O.D. AWN. WASHERS R EOUIRED WITHBUT NOTTAPCONS. ANCHORS MAY DE COUNTERSUNK INTER. STILE BUT NOT REOUWtED) i0 PROVIDE A (LUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 CA GALV. STEEL CENTER WNGE FASTENED TO INTER. STILES W((4) 14x5/8- SHEET METAL SCREWS. f4ASTENmTO END STILHES E44 W (4) 14x5/8" SHEET METAL SCREWS 4) 1/4'x3/4' SELF TAPPING SCREWS PER END HINGE. PREPARATION OF JAMBS BY OTHERS. 1-2" DW. SHORT STEM. 10 EWl STEEL ROLLER. i JAMB CONFIGURATION d CLOM ewsAASECTIONC-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS % SHALL BE THE RESPONSIBIUTY OF THE PROFESSIONAL OF / ',: V,y `. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELDWITHCURRENT , THIS DRAWING. BUILDING CODES FOR THE LOADS LISTED ON FLOR93A P.E. 148495P.E. /t", Third MVIeNORTHCAROINAP.E. /23832 l 4 3 AIJL ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDEHANDLE OUTSIDE KEYED LOCK W — INSIDE HANDLE LOCK BAR LOCKWG Ran< K 11 I n'x DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. deR LATCH LOCK OP170N TEST LOADS: +37.5 P.S.F. 4 -48.0 P.S.F. PART NO.: - 1ANw 51WAd o1u.,AA. 112 IdxA SL Uh 16DO ip ` cm TOLERANCES d. IDEAL ON 45202TdMA1-f13-381-48DDKa.4AeamA- ;0 t.03 Fax IA 1-513-762-SSt9 m.+ m •00 t.015 DESCRiMON: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD i tlM .000 a t.005 0000 - t.001 DRAWN 13Y: BMM DATE: 4/18/00 SCALE: Ms DWG.BD°y`e°' t 7/T CHECKED BY: MWW DATE: 4/18/o0 sHEET I OF 1 SIZE r - uw Lml Stoma O MrwiiaaaadDISMIS ARE warts. DWG. NO.: 102137 REV. NO. 1 2 aPor.e9a f ? naTnj rzr .) .. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR, El. MC C A