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Home My WebLink About305 Appaloosa Ct - BR03-002645 - SFRPERMIT ADDRESS S CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR K MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION 4:X 2 PERMIT VALUATION 1 1 US SQUARE FOOTAGE 4:9aD4 t7 d En d H M CERTIFICATE OF'OCCUPANCY / COMPLETION This is to certify that the building located at 305 APPALOOSA CT for which permit 03-00002645 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as 2,t ,_R"L4 (ZeAA 4 complies with all the building, plumbing, electr'cal, z ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: ' I FIRE: Finaled T) ; orl Inspected ZONING: Inspected UTILITIES - Water Lines In 1 Isl Ibiq M- Sewer Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage .Q Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs ; Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAM DATE AMOUNT 10/03/03 11/18/03 9/09/03 11/24/03 9/18/03 9/09/03 9/09/03 9/09/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 305 APPALOOSA CT for which permit 03-00002645 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 9/09/03 279.61 01-POLICE IMPACT RESID 9/09/03 91.93 01-RADON GAS TAX FEE 9/09/03 11.32 01-ROAD IMPACT FEES 9/09/03 847.00 01-RECOVERY FD/CERT. PGM. 9/09/03 11.32 01-SCHOOL IMPACT FEE 9/09/03 1384.00 WD IMPACT:SINGLE FAMILY 9/09/03 650.00 SD IMPACT:SINGLE FAMILY 9/09/03 1700.00 D Lon' 1 o/o L OWNER BUILDING OFFICIAL / DATE t - - i .. CERTIFCATE OF OCCUPANCY ® REQUEST FOR FINAL INSPECTIO' ' P SINGLE FAMILY RESIDENCE**** DATE: PERMIT a a+oofAm ADDRESS: d O C7 v L t cL a CONTRACTOR: o o ©Uj PHONE #: yam') The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire n ( A - Public Works Zoning V-\ tilities 'ens g V CONDITIONS: (TO BE COMPLETED ONL IF APPROVAL IS (CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December31, 200° Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I305APPALOOSACOURT CITY STATE_ ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 122, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use aComments 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 B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202890045 E 4/17/95 4/17/95 A 24.3 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other,(Desaibe): _ B_12. 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 ofthe building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph,) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/AII A30, AR/AH, AR/AO Complete Items C3: a4 below according to the 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 thedatum to that used for the BFE. Show field measurements and datum conversion calculation. Use thespace provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference marts used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 29. 1 ft.(m) o b) Top of next higher floor WA . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft,(m) 0 o d) Attached garage (top of slab) 28. 5 ft.(m) o E o e) Lowest elevation ofmachinery and/or equipment servicing the building (Describe in a Comments area) 28.7 ft.(m) o 0Lowest adjacent (finished) grade (LAG) 28.9 fL(m) z m o g) Highest adjacent (finished) grade (HAG) 29. 3 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 C3.110 sq. In. (sq, an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER' S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTI ST4EOE.18 ORLANDO FL 32803 SIGNATURE ] J MDATE TELEPHONE JUV1/ 09/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance company use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 305 APPALOOSA COURT CITY STATE ZIP CODE.. Company NAIC Number -' SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram mostsimilar to the building forwhich this certificate is being completed —seepages 6 and7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in,(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 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. The top of the platform ofmachinery and/orequipment servicing the building is _ ft(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items CD and C3.i only), and Efor Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. Thestatements in Sections A, B, C, and Eare correct to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has beensigned and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunity -issued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -builtlowest floor (including basement) ofthe 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 Lj Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION (AS FURNISHED) LOT 122, 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 CH MORTGAGE COMPANY, I , LTD. 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). APPALOOSA COURT TRACT "A" 50' RIGHT OF WAY CENTERLINE OF POINT ON RIGHT OF WAY PLAT BOUNDARY PC S89'35'18"E 1 362.88'T101.80' wII 261,08' dl0 yloI"j U NOINOIZI S89'35'18"E 60-.00' WALK IS 0.5 OFF g`:.5/W::.:.. :.`.:.,•;'':.::::`::. ^'.I WALK IS 0.5' OFF 1" = 30' 10' UTILITY EASEMENT; :.: TG PI-Ih SCALE c 0 15 30 N CONCRE•TE,' Ol. 3• DRIVE WAY. 10.0' 13.9' n'':.` n'.21. 7) 10.0' CV O 4.5 a COVERED ENTRY CVEl ONE STORY n QNCONCRETEBLOCK o RESIDENCE LOT 123 L09.I LOT 121ELEIVATIONISH w N 10.0' 40.0' O O 9.0, f— O z LOT 122 " ry^ N8935'18"W 60.00' o TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-8-04, 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 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 122 AS BEING S8935'18" E PER PLAT. FIELD DATE:) 9-23-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM42165 FINAL 1-8-04 CKB JOB N0. FORMBOARD 10-03-03 CKB DRAWN BY: PLOT PLAN 07/24/03 JML LEGEND BUILDING SETBACK LINE CENTERLINE END NAIL AND DISC RIGHT OF WAY LINE LB #4671 (1/08/04) EXISTING ELEVATION SET 1/2"-IRON ROD AND CAP CONCRETE LB #6393 (1/08/04) - CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS In, DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE END FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD COW CONCRETE BLOCK WALL CS CONCRETE SLAB - RP RADIUS POI14TC PK CHORD LENGTH PARKER I(ALON OHU OVERHEAD UTILITY LINE R RADIUS ID ROL IDENTIFICATION POINT ON LINEPOCPOINTOFCURVEPCCP0114TOFCOMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH'STREET, SUITE 180 ORLANDO, FLORIDA 32801— (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY 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 I-l-W4 mkw rl _ lam I FOR THE FIRM WILLIAM R. M SCAI DATE CITY OF SANFORD PERMIT APPLICATION Permit # : 3 - ( G-4 pDate: q Job Address Z% 117nrll4 Description of Work: l Historic District: Zoning: Value of Work: SZ O. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Acquired) Plumbing/ New Commercial: # of Fixtures Z— # of Water & Sewer Lines It of Gas Lines Plumbing/Ncw Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction 'type: # of Stories: I/ of Dwelling Units: Flood 'Loot: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: — 14- n Phone: Contractor.A4MJQ-tAUL-SPLIm RING: INC State License Number: l / Phone & FaPIE00, FLORIDA 32762-0027 Contact Person: c4t_ 1 hone• 7) 3665-3994 G INC. Bonding Company: ' 7 Address: OVIED0 , FLORIDA R2762-002' Mortgage Leader: (407) 366-3994 Address: Architect/Engincer: Phone: Address: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. 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'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements o '1 rida Lic w, FS 713. Signature of Owner/Agent Date Signature o Conntt \\ gent Date Print Owner/Agent's Name Print Contractor/Agent's Namc Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is - Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Contractor/ Agent is! 1' Sol>a In n tWwwY.HALL Produccd t D =gti....y e; MMISSION # CC 875840 as EXPIRES: February t, 2004 oc" F Bonded Thru Notary Public Underwriters, Zoning: Utilities: initial & Date) (Initial & Date) (Initial & Date) COUNTY OF C[MINOL[ IMPACT FEE STATEMENT STATEMENT NUMBER 103-75611 DATE:Z, X BUILDING PERMIT NUMBER~`[_ CITY) COUNTY NUMBER: UNITADDRESS: _______________________________________________________ TRAFFIC ZONE: JURISDICTION: SEC: TWP: RNG:____ SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: 7 Y} T7- APPLICANT NAME: __`_________________________________________________________.... ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTIONx Single Family House: Detached - Construction TEEBENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.0O LIBRARY CO -WIDE O CO -WIDE O STATEI'llEHT \ RECEIVED BY: __x'/_ ',i'(` PLEASE PRIHT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,384.O0 AMOUNT DUE $ 2,285.00 DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISS`ANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR . EDUCATIOXAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN8 W00IT7EN REOiEST WITHIN 45 CALE}(DAR DAYS OF TO RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REOi8ST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LA! -,ID DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REOUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [ AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TQ: CITY OF SANFORD DUILDING D[PARTML\{T 3O0 NORT|\ PARK AVENU| SANFORD. rL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE TIE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE HOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: . BUILDING OWNER'S NAME Policy Number D.R. HORTON _ BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number3XX)CX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 122, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4, MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202890045 E 4117/95 4117/95 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. 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 located in a Coastal Bamer Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1, Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - seepages 6and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the 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 forthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (induding basement or enclosure) 28. 8 ft.(m) M o b) Top of next higher floor N/A . A(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. o 0 o d) Attached garage (top of slab) N/A. ft.(m) ft.(m) E o e) Lowest elevation of machinery and/or equipment N Co servicing the building (Describe in a Comments area) N/A. ft.(m) E o f) Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z d o g) Highest adjacent (finished) grade (HAG) WA. ft.(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in, (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: DAVID DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320E SOUTH STREET, STE.180 ORLANDO FL 32803 Sr DATE TELEPHONE2UR 1' a ,Z-O8/28/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX APPALOOSA COURT CITY STATE ZIP CODE Company NAIL Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use. natural grade, if available). E3, For Building Diagrams 6-8with openings (see page 7), the nexthigherfloor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/orequipment servidng the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifnoflood depth number is available, is the topof the bottom floor elevated in accordance with thecommunity's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (ItemsC3.h and C3.i only), and Efor Zone A (without a FEMA-issued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, A, Q and E are conect to the best ofmyknowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorzed 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 authodzed by state or local lawto 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 FEMAassued or communityassued BFE) orZone AO. G3. Thefollowing information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DA 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 ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions l iaol i ua a eol u'el a ai of ut a nIl u wIo a oai H ull is llu n 3-A ioosa, c-4-, F/111- 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 Orlando, Florida 32822 102 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04966 PG 1366 CLERK'S # 2003144016 RECORDED 09/18/2003 11128116 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice th improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following nformation is provided in the Notice of Commencement. Description of property: Lot(s) 1 11, 112, 120 & 122 akers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florid General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D. RZeaw Inc. 0 . by: ssistant ecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF, ORANGE Amil The.foregoing instrument was acknowledged before me this day of 2003byRobertA. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corpora ton, e a o t e corporation: He/She is personally Gown to me. Notary Public, State and County Aforesaid ignature&- OFFICIALNOTARY OTARYSEALPATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 6tt( IIIFILU CUPV Notary Seal MARYANNE MOR6E CLERK OF CIRCUIT COURT GEM N E OUNTY. ORI 1_ 8 200J CITY OFS,ANFORD PERMIT APPLICATION Permit # . , _ Job Address: 505 Description of Work: Historic District: Date: Zoning: Value of Work: $ 3 ©O6) Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of 9MPS Addition/Alteration Change of Service Tempot"ary Pole ___S_. _ Mechanical' Residential Non -Residential Replacement New (Duct Layout & energy Gala Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Waei'Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: V. Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requited fos <,,biac-t tltxn X) Parcel 9: /// (Attach Proof of Ownership & Legal Description) Owners Name & Address:/C Y Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Phone: License Number- COM A D sIItrr 3An i • PCoM30 32448 g0'73 c-} y Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced pT-)or to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable, la u;: rr.p ofLing construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR )V;' 1'T1G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit-, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districu encies, of fminal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Fl n w Al Atcf 0 3 Signature of Owner/Agent Date Si eofConractor/Agent Date ROBERT G. DEL.LO RUSSO Print Owner/Agent's Name P Contractor agent's N me Signature of Notary -State of Florida Date Siznature of No_ ---State of Florida Dat Owner/Agent is _ Produced ID Personalh no n to Me or APPLICAI ION APPROVED BY: Bldg: Initial & Date) special Conditions: Zoning: Contractor/ALe-: a Personaii, Known to Me or Produce :- Initial & Date) Initial & Date) FD: , hrtial & Datc 10y COMMISSION 4 DD 212893 EXPIPES: June 14, 2007 Bonded Thru Nottry Public Underwriters CITY OF SANFORD PERMIT APPLICATION Permit # : 0 J — Job Address: 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 Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc., Required) F. 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: Via-Uy Construction Type: # of Stories: _ # of Dwelling Units: ` Flood Zone: (FEMA form required for other than %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: ' D.1P . AAC TC 1 .1- r,` G c>250 i t I D- * iO'L A,tCll .1) mil. ' 2?1L2 Phone: Contractor Name & Address:, e102-50^" 1 Z11 • :t Q1 State License Number: Phone & Fax: AC ontact Person: Phone Bonding Company: f Address: Mortgage Lender: t'SP T _.... _...... ------ Address: Architect/Engineer: A, Phone:_ _ Address.14al tj 1`j 1 Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 taws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. that I will notify the owner of the property of the s, Name Date PATRiCiA %-=C ORWA P.R.UBLIC STA'I OF FLR. SION NO DD134330UVY2 to Me or APPLICATION APPROVED BY: Bldgah rLoning: Initial & Date) Special Conditions: ofFlorida,Lien_L4w, FS 713. of Contractor77'gbnt r- -, Date Signature Notary-S CVOWULTON D< NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COM SION EXP. ULY 26,2006Contractor/Agent is ersona y nown Produced ID Initial & Date) Unities: FD: Initial & Date) (Initial & Date) Limited Power Of Attorney I hearby name and appoint: Craig Coulton and J'C each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and The Buildina Dept. of: I tj O Say For a residential permit for work to be performed at: ply t rA i rj4. 41, l+on Lot # Subdivision : IdsCross, Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OB0055300 Contractor State Registration Number nature of Contractor This foregoing inst um nt was acknowledged before me this: Date: 2 "0— By: Richard B. Ladd ( Contractor ) Who is personally no n to me, -- State & Florida County`Qf Orange— —,''L - ublic Sign OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134M MY COMMISSION EXP. JULY 26,2006 Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE' la (407) 330-5630 APPLICATION FOR UTILITY SERVICE A(:CUUN'1' (FULL NAME) SERVICI; ADDRESS FAX fl (407) 328-7367 M.AIL.IN(; ADDRESS_ f, 6 4to? LIP 3 G TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE0wnx /A COMMERCIAL SOCIAL SECURITY# HOME# f'A OWNER OF PROPERTY DA I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSF PROVIDE'PROPER IDE PAID AT THE TIME. WHEN TRANSFERRIN ALL OUTSTANDING C MY DEPOSIT TO AN FICATION AND ANY MY DEPOSIT TO ANOTHE ARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THE NEW APPLICANT MU NDING CHARGES MUST B SERVICE ADDRESS. I MUST PAY CETS ARE TURNED OFF SIGNED~ J rTIhAt, DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $^ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0A'r I_ 10-03-203 9:52AM FROM Permit #: p2 CO y fob Address: P. 1 CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: Historic District: Zoning: 'Value of Work: A e w v'or--yc q Permit Type: Building Electrical A..,—,. MeelttGtical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Servicc —# of AIviPS Addition/Alteration Change ofStMcc Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/New Commercial: # ofFixtures # of Water & Sewer Line_ # of Gas Lines Plumbing/New Residential: # of Water Closets plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Contmtroial Industrial Total Square Footage: Construction Type: # of Stories-, # of Dwolling Units: Flood Zone: (FENIA forna required for otUcr than X) r.„rra Parcel #: — , / / (Attach Proof of Ownership & Legal Description) Owners Name & Address: D1 CYyn e S J0 e fZYjj e /(cth12 Contractor Nimu & Address: _ /I/a f7 D till cL! (/d AC r-1-Let _c,,e.i our /f1,,y7e2 State License Number:__ — Phone & Fr,z: S - O-f..00v fact Person; O Y Phone: , j 9 2Gf/ Bonding Company: Address: YlortRage Lvndcr: Address: ArchiteCUhngineer. Address. hone: Fax: AppliCation is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandrhatallworkwillbeperformedtomeltstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACE$, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNFaF S AFFIDAVI1; I certify that all of the foregoing information is accurate and that all work will be done in compliance. with all applicahlc laws CgularingconstructionandZoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT I'N 1'(mR TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OK AN ATTORNEY BEFORF, RECORDING YOUK NOTICE OF COMMENCEMENT. STKE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in d)e public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fedcral agencies. Aecepiuncc of permit is verification that I will notify the owner of the property of the rcquircmen4 of Florida Lien Law, FS 713, SignanIN of Owner/Agent — Date $icnatore ofContractor/Agent Date Print O -ncr/Agent's Name Print Cont or/Agent's Name Signature of Notary -State of I-lorida Date Signoturc of Not' 'rate of orida Doa G Low r My COMM s W M201551 Owncr/Agent is _ Ycrsonally Known to Me or Contractor/Agent is „3''vrsonally Known W Mc or OFf` Expires May 17 2W7 Produced ID „ _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial dt putt) (Initial tic Date) Sr, 63i Conditions: 5-06-203 7 : 09AM is RUM wcro"r,- l ![rr•.sw w*•.r;,.., n ,,,:are.,, :.,..;,. CITY OF SANFOkD PUMIT APPLICATION 0 ---- Permit # : — z_ —! J Job Address: 30S !. ,O GAoS pCScription of Work: -- Hlatorlc Pisirlct. 7A)hIng: YyluF oi. Work; 3 -- -. l V Mechanical Plumbing ! Firc Sprinkler/Alarm Pool Perttmit Type: Building Electrica Electrical: New Service —# of AMPS 5i) 200 Addition/Alteration Change of Service TemporSry Pole _ _z Mechanical: Residential Non-Residcntial Replacement New (Duct Luyout & Energy (7ale. Rtg'Jir(d) Plumbing/ New Commercial: p of Fixtures # of Water & Sewer Lincs # of Gas )-ineS Plurnbing/New Residential: # of Water Closets,_, Plumbitag Repair— Re>idential or Cot7mcrc!al Occupancy Type:. Residential Commercial Industrial Total Square Footage; Construction Type, # of Stories: q, of l welligg U.njts'• flood Zone: , (FENIA roan required for other than a) Attach Protof of Ownership & Legal Dtacripdunj Parcel # Qwncrs Name & Address: Contractor Name & Address: A k1j e. 22 1 -- Yhonc & Fax: U DI— 3 Bonding Company: NlorlFage Lender. ArchilccNEngineer: L y one- C= r c State Liccnse Number `j' Q0n a, )— f Contact person 1i— Phonc: Lf. tPhone ------- ... Fa s Application is hereby made to obtain a permit lu do the work and insutllations as indicated. I certify that no w(rrk or instal)anon has con-encnced prior ;u the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingcorwtructioninthisjunsd[coo,m. l unom,,2ntl thus . s<para permitmustbe <ccurtd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 901LERS, HFi\TFRS, TANKS, and AIR CONDITIONERS, ctu. OWNFR' S AFFIDAVIT; I eeflify that air or theforegoing information is accurate and that all work will be done in corrr?I.an:e with all auplicablc law; rccular.nlLo construcrianandzoninS. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICH OF COMM ENCEMFN f MAY RESULT IN YOUR AYR-G TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND: R. OK AFi ATTORNEY BEFORE RE:CORDiNO YOURNOTICE OF COMMENCEMENT, NOTICE: In addition to t}rc requirements of this permit, them may he additional restrictions applicable to this pro thal [nay be found in the public rr, cnvs of this county, and there rruy be additional permits requirod fmm Other govemmental entities such as water r generic ism ctc jute ugm or federal 3rl.cnc:es. Acceptance of permit is vcriricarion that I will notify the Owner of the property of the rquut n of t 6rida Liet w, 3 Signature of Owner'/Agent _.. - Date .Signaturt of Contm]ctor/,-\ eVll VaIC t r"" C V 7,M CD C Q Voh' Yl U Print Owner/ Agent's Narrtc Print r/A6cnt's Name 4? L] v a c ° Signnurc of NuGlry.jtar,: n(Flnn la Hate Cignature of ,blaly St of Florlc4 I>u'c y °m LiwnCr/Agent k Peliunyw Knnwn [u MC or YruduCd0 1D AfTLX'Al I(M APPROVED 11V: Itldh: hot :,I d: D7(c) Spcci;ll E CL Ur,i lClnr/A,cn! Z' O Initial 8-, Di (e) llnfi.l I)'dlc) ILwU;' ).:, Or r,*rs`• CITY OF SANFORD BUILDING DIVISIONFOR. RESIDENTIAL BUILDING PERMITSUBMITTALREQUIREMENTS I Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan indicating footer sizes for all bearing walls. Provide side view detailsa. of these footers with reinforcement bar replacement. b. Floor indicating interior wall partitions and room Identification, o planroomdimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Floridn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) Elevations of all exterior walls, east, west, north and south. FinishC. floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components ofwall section. n e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. p f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods ofg. attachment, placement of handrails and guardrails. o h. Square footage table showing footages: S.F. Garages/Carports S.F. Porch(s)/Entry(s) Patlo(s) Conditioned structure2 S.F. Total (Gross Area) 223 S•F• 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) Cl 4, Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Bivd,Sanford, Fl (407) 665-36.00. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie bearbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical flnal, mechanical final and plumbing final 14. Building final . 15. Other DATE SIGNATURE By owner or Authorized t) Aia X 1D JGON-Mt: L ..:,. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address_h2c:n City/State/Zip aLa D, Quarterly Payment Amount 4mo 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. CUSTOMERS NAME AND ADDRESS Name Address City/ State/Zip Phone & Email ^ Phone & Email INSTALLATION INSTALLATIONADDRESS: _ 1! i SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: agZQRZ DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay thecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at no additionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVERNTHERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date Customer or Agent Signature _ Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and allapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: 1. 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; and 4, during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentr PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsoficonagreementford". , er quarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% Peryear, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water, underpiertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under thearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying InsectInfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist, Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisParagraph, DISCLAIMER. COMPANY DISCLAIMS ALL OTHER WWHETHER p INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY WARRANTIES, EANY FLIEDWOR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRAINTES OF FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE WO WORKMANLIKE PRODUCTSERVICE. SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORTHEORCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitr, r other l0egalANEXPRESS WARRANTY. negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value economic, compensatory, Incidental, consequential, exemplary, proceeding against Apex for event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for he service tle, orspecialdamagesIfokind, and In be performed,. 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 orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentrlcon *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 appropriate 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 relatlonship (note% Conventional "liquid barrier" method of termite control may not offer an effective meansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)If the Customer elects to discontinue the relationship, or If Apex cannot offer an effective differentform of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.($)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship, ADDITIONS AND/ OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial installation. Prior to; ( 1)the Structure(s) being structurally modifled, altered, or otherwise changed or; (2) to any termitleide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may 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 held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; ( 1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all thf provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et se4, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it; designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators evil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvidu, I basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no otherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement and b relleved of any liability hereunder if Apex determines, In its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The ApexCorporateOffice. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identifle Property foranypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the inspection was requests by theCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within thirty) daysofthetransferofthetreatedProperty. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 SPlumosaSt. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407.459.2847 407.858.0540 800.929. 2847 813.221.2847 888.764.2847 877-459-2847 PLOT PLAN DESCRIPTION (AS FURNISHED) LOT 122, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 122 CONTAINS 6600 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 523 SO. FT. t TOTAL SOD 3897 SO. FT. i POINT ON PLAT BOUNDARY y 4 A -- -- E`e a 1" - 30, GRAPHIC SCALE 6 15 30 LOT 123 BUILDING SETBACKS FRONT: 25' REAR 20' SIDE: 5' CORNER: 15' APPALOOSA COURT TRACT "A 50' RIGHT OF WAY S89'35'18"E 101.80—--- CENTERLINE OF RIGHT OF WAY 362.88' g111T-- —— 261.08 w U elI•p10NIUl 60.00' 0O,N 2j8 S89'35'18"E 21% LIJ N d• N O O z g 3 0 O O' 260 10' UTILITY EASEMENT----------------------- 1 DRiVE;_i N 10.0'— 10.0' 7III' I 13.67' 21.33' o a 5 V COVERED ENTRANCE PROPOSED MODEL 1732I FINISHED FLOOR A/C g ELEVATION= 28.8 28` i 55.00' I i I i40.00' I. 0.00' 10.0' 10.0' I ATIO J L._._.-.-._._._._. LOT 122 DRAINAGE TYPE B N It N 0 O V) 0 O O N89'35'18"W 60.00' TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 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 I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO—L'IE IN ZON AREA WITHIN 100 YEAR FLOOD PLAIN. — BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 122 AS BEING S89'35'18" E PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM42165 DRAWN BY: PLOT PLAN 07/24/03 JML LOT 121 All PC 4sLEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH POO POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE lX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD CONCRETE PD 6 PLANNED DEVELOPMENT DENOTES DELTA ANGLE 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 CALC) CALCULATED TYP A/ C TYPICAL AIR CONDITIONER FNDC/ W FOUND CONCRETE WALK COW CONCRETE BLOCK WALL S/ W SIDEWALK RP RADIUS POINT CP CONCRETE PAD R CS RADIUS CONCRETESLAB - POPGS PLAT BOOK PAGES C CHORD LENGTH NG NATURAL GRADE R/W. RIGHT—OF—WAY 50. FT. SOUARE FEET OR8 OFFICIAL RECORDS BOOK 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT 9 OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AV Lq mmm mmizaamAMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 THE FIRM 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA ASCATELJR. SM#432801- (407) 426-797s WILLIAM R. M28 DATE Q- k r+z . ONE BY WOOD CONCRETE OR BUCK BY OTHERS MASONRY OPENING CAULK BETWEEN BY OTHERSWINDOWWO FLANGE / a v000 BUCK c C c STUCCO _ J BY OTHERS PERIMETER CAULK MOTHERS - RIGID VINYL GLAZING BEAD TYP.) CAULK BETWEEN B.V. I-I/v MIN WOOD BUCK a (BUCK WIDTH) EMBEDMENT MAS'Y. OPENING B. OTHERS INSTALLATION ANCHOJB 3/ 16' DIA. TAPCOp ONE BYWOOD - BUCKBY OTHERS T O 1- 1/N' MIN. Y THERS EMBEDMENT SHIM AS REO"D. RIGID vINYI t/ N' MAX. SEE NOTES) 0 GLAZING BEAD INSTALLATIONANCHORCTYP.) i 3/16' DIA. TAPCON SHIM AS REO' D. 1/f' MAX. SEE NOTES) FLANGE TYPE VINDOV FRAME, HEADER GLASS TYP.) ( SEE NOTES) GLASS TYP.XSEE NOTES) FLANGE TYPE ' WINDOW FRAME - - JAMS CAULK BETWEEN VINDOV FLANGE o a WOOD BUCK PERIMETER CAULK BY OTHERS V. V. WINDOW VIDTH) B. H. BUCK CAULK BETWEENWINDOW HEIGHT) FLANGE a PRECAST SILL V/ VULKEK 116 AOHESI a. E CAULK. ORAPRV• D. ESECTION B—B FLANGE TYPE PERIMETER CAULK WINDOW FRAME SILL BY OTHERS f 1 a W.W. ECAST SILL BY OTHERS — a J A SECTION A CNOTES. A —A I1) SHIM AS REO-O. AT EACH INSTALLATION ANCHOR. MAX. ALLOW.AELE SHIM STACK TO BE 1/4'. 0 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO ACHIEVE - MIN' EMBEDMENT OF 1- 1/4- INTO MASONRY OR CONCRETE. T T. USE SIUCONIZEO ACRYLICCAULKBEHINDWINDOWFLANGEA7MJ.O JAMES. SILL MUST6E ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULKORAPPROVEDEQUAL. 5) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W H EXTERIOR OF WINDOW FLANGE. OF 6) IF EXACTSIZE IS NOT LISTED IN ANCHOR GHART, USE ANCHOR. GUANTITY LISTED WITH NEXT LARGER SI. E. FOR i-_ APPROP-TE DESIGN PRESSURE REO'Q 7) GLASS THICKNESS MAY VARY PER THE REOUIR--mENTS OF ASTa1 E1300 GLASS CHARTS. 8) LETTER _ESIGNATIONS ON THE TAPCON LOCATION CHAP.T INOICU E WHERETA CON ANCHORSARETO5EINSTALLEDWHENU`: :NG THE EXTERIOR. ELEVATION AS AKEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNAT+_D FOR TAPCON ANCHOR SHOULD BE FILLED WITH JP SCREW, or ----C;".• I T TO PROVIDE NIN 5/ a IN EAme EDMENT !N :Q WOLDEUG'F. A n 10) FLORIDA EXTSUOERS 1' GO SEzIE> cNGI NG 1S SHQWPI. ;?IS PRINT ALSO APPLIES TOT-_ FLORIDA cK L G -_!:Co— SERIES S•NGLE HUNCE. — /,/'), I IQ WHERE M\v1:W IS IhE- .N ?,' .. C-_v is SF J I V STRUCT_?_ TW.• 5Y vl- JR __ _ SUFF IC'E L- NG`.-j •_- - I _ _ FR.V. EXTERIOR' ALL „ CAULK BETWEEN WOODBUCK a MAS• Y.- OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONSAN:JAMR' SIZE SIZE 30PV To 40.S9 <I1:S: To 70PSF 30PV TO aws[. 41 12 to 1/8 x 25 8 e 13 1d 1/3x373/8 14 -_ I8 t X 49 5/a 8 a ta5 10 1 x55N/a 8 8 t 7 `'^ F G ; I7, 95 18.1/ax.61 fG 16:-• ta 1/8X717to18X 83 I n2 - 25 4/ 21125 1M4.. 451/2x 495/ a 6 6 1 S 2325/2 X XSbi/a 6 11'i''. 1M5 1/26IMG251/2X71aBIM7254/2x83e301/2 a 26 29 t/2 X 25 e 30 I/2 . 38 3/a 29 1/2 X 37 3/e 8 30 1/2 . 50 5/8 29 1/2 X 49 5/8 e 8 FG 30 1/1 . 36t/N 29 1/2 x $5 1µ6 6 F.G 1a 1/2 . 63 39 t/2 X 62 8 6 f,G 30 1/2 . 72291/2 X 71 a 6 F,G_MJ 30 t 2. as 79 t 7 x a7 e 6 F.GJ.K 36 X 25 23 36 x 31 3/a 8 8 F,G 24 36 X 49 3/a 8 e F,CI 235 36 X 551/4 B e F.G I 25 36X 62 8 8 F,GJLI 26 38 X 718eF,C,HJ OJ 27 36 x 8388F,G,JJ( F,< al x 25 s2 . Se 3/8 a1 x 37 3/8 8 8 F,0 i a2 . 505/8 u x a9 5/e 8 8 F,G 42 . 56 1/4 al X 55 1/4 8 e F,Gr,I f 42 a 63 aIX62e8F,GJLI O.I 42 x 72 41 X 71 8 6 F,G.MJ a'( t . 8a at Y 6SF,G.J.K F,G aB . 26 s7 x 25 A,C G ad .3a 3/3 a7 X 37 3/eT17, A.0 F.Gb 50 5/a a7Xa95/3A.0 F.G F 56 1/a a7 x 551/aA,C F,G,H,I F48 . 63 7 x 62 8 A.0 F,G.H.1 OX48 = 72 7 x 71 8 A,C F,G.H,I O.E A A 47 X 83 Af F F 32 52 1/8 X 25 8 A,C F,G 33 52 t/8 X 37 3/a 6 34 52 I/a X 49 5/8 e C f G m.1 F, 345 52 '/8 x 55 1/4 a A,C F,GJN,1 Ox 155_ 1/8 X 82 a AC F,C.M,1 D.E. b 32 1/a x 71 o A F,GH,1 n D,E 37 SI?E NOT AVAILABLE IN 1000 OR 1500 SERIES. K J FLORIDA EXTRLI DERS 1NTERNATIONAL. INC SANFORD, FLORIDA TITLE: INSTALLATION DETA-L crt_. HUNG- F LANGI_ : INDG«; - S=F,17-S 1000 1100 E 2000 DRAWN BY APPROVED 9' i: D.a-:1tJ!!7`/+ J' I'CLLE:', D1VG.. LEXO 11.E 1" MINEMBEDMENT 1/' Max. 48 INSTALLATION CAULK BEHIND FIN - SHIM SPACE ANCHOR SCREV (TYP) SHEATHING SHIn AS REO'D. - TVO BY FRAMING iv0 BY BUILD <SEE NOTEb BY OTHERSBYOTHERSDOVNBYOTHERS CAULK BEHIND FIN FIN FRAME JAMB oi NOTES AB MSTAILATiON v4CMDR SCREV <TTPa M[M A$ REO'D. SEE NOTES) 1.) SHIM AS REO-D.ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX_ ALLOWABLE SHIM STACK TO BE 1/A', GLAZING (TYP. z3 i 2) - WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES? q U(. Iwc 3) USE SIUCONRED ACRYLIC CAULK BEHIND. WINDOW FIN AT HEAD. SILL & JAMBS. yIM SPACE 4) USE'S41COMZEO ACRYLIC CAULK FOR PERIMETER -SEAL AROUND -EXTERIOR OF 34 F/1BEtrfYT- -_' trWINDOW FRAME. - 5)-GLASS THICKNESS MAY VARY.PER THE REQUIREMENTS OF ASTM E13M CLASS CHARTS. -SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFTEO. I. 6) SCREW ANCHORS AT HEAD, SILL & JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT 8T OTINEItSp rLTH. TO PROVIDE MIN 1 IN. MIN.. EMBEDMENT INTO WOOD FRAME. PLACE 18 q„ EXTERIOR FINISH SCREW ANCHORS-6- FROM CORNERS AND 24- O.C. MAX EXTERIOR - BY OTHERS - 7) BUILD DOWN AROUND CURVED PRPON OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. EXTURifRsINISHBUILDDOWNMUSTBEOFSUFFICIENTSTRENGTHTOADEOUATELY TRANSFER LOAD FROM wINDOw TO THE STRUCTURE. - PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, THIS PRINT ALSO - I - BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES. VIXwv hDTH PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF 8Y OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FTN FRAME HEADERY CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS a0 INSTALLATION - ANCHOR SCREV (TYP.) SHEATHING BY OTHERS GLAZING (TYP. SEE NOTES) FIN FRAME SILL SHIM AS R£O'D.— SEE NO TES)/ f L 1/4' MIX. SnIN SPACE III T'JD BY FRaM:N EXTERIOR ELEVATION I BY OTHERS CAULK BEHIND FIN - pTJ^.>'f, • 1' MIN, h. LyJT¢11 Y`' iBCBKNT- 1V _ Ci \tj 1Y e` SECTION' A -A ay'# OwT A EXTERIOR ELEVATION FLORIDA EXTRUDERS'$ NFORD, FLORID TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 2002 DRAWN By: B B APPROVED BY: DATE:02/14/02 SCALE: NT$ DWG.: FLEX0037 0 -- - --.._. ONE BY BUCK BY OTHERS FLANGEBLTWEENSHEATHWINDOW _ PLYWOOD ( TYP.) BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK --/ BY OTHERS / VINDOV FRAME J HEAD WINDOW fEICMEXTERIOR VINDOV FRAME SILL PERIMETER CAULK -- BY OTHERS EXTERIOR FINISHBY OTHERS INSTALLATION ANCHOR To SCREW BUCK WIDTH BUILD . DOWN . A OTHERS N T TWO BY FRAMING TO APPLIES 11)ESHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS " TOSILOALLOWABLE SHIM STACK TO HE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1- 3/8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 110 INSTALLATION ' .(SEE NOTES) SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTHY TO ACHIEVE 1-3/8- MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWNWHERE REQUIRED. INSTALLATION ANCHORS & SCREWS TO 13E PLACED 6 IN. FROM CORNERS & 24 IN, - D. C...MAX. WINDOW zi NDOV FRAME' :..-".f -.Y„; •. 4) USE SILICONIZED ACRYLIC CAULK BEHINDWINDOW FLANGE AT HEAD. SILL & JAM85.-..JAHB 5) USESILICONILED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE - - - -.. GLAZING <TYP 1/ 4' MAX. '6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS SEE IFSHDM SPACE CHARTS SINGLE GLAZING IS SHOWN. INSULATING 'GLASS IS ALSO QUALIFIED SHIM AS REO'D SEE MOTES) GLAZING ( TYP. SEE NOTES) SHIM AS REQ'D SEE NOTES) CAULK BETWEEN — WINDOW FLANGE Q LONEBYWOODBUCK CAULK BETWEEN VOOO BUCK L MASONRY OPENING BY OTHERS Mo DRETEOR SE( T ION A -A BY OTHERS BUCK HEIGHTL1/ a- MAX SHIM SPACE dQ. y... 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY a TRANSFER LOAD FROM WINDOW - TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. - _ ICTE•; I 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF 5 : HASDNRY .:z THIS PRODUCT TO THESE TWO CONFIGURATONS. THIS SHEET APPLIES TOALLPERIMETER CAULK BT CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS ' OTHERS - SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. A EXTERIOR ELEVATION G t j j{ j r y, ( ] I IEM (OMEN,CA E N TTyEE. 0LRIDA B. G. A.II"I. ONEBY WOOD tAElsl\lJ6'1' C URER NAME: / BUCK BY OTHER' MASTER FUX# { IN`.TALLATIDNANCt(OR 3/Io' Di.: TA?CON EXTERIOR FINISH $- NTERNATIONAL, INC FLORIDA EXTRUDERSjSANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL W1 FRAME BUILD DOWN DESIGNER, FIXED WINDOW 1000, 1750, & 2000 SERIES. DRAWN BY: BB APPROVED BY: DATE:02/ 12!02 SCALE: NTS JDWC.: FLEX0036 1 1Ap SHEATHING By OTHERS SHIM AS RE'C'D SEE NOTES) CAULK BETvEEN DOOR FLANGE L SHEATHING ri 41m SnXCO OR SIDING By.'pTHERS PERIMETER CAULK By OTHERS SLIDING GLASS DOOR FRAME SILL i77 BIG SCREW -,mft,v,f_41-1I8' MIN._jG. iEMBEDMENT4EMPERED-GLASS, CTYPJ T--L`A S, LL ATHI G SLIDING GLASS DOOR FRAME HEAD SHE .......... BY OTHERS: SHEATHINGPERIMETERBYOTHERSCAULKBY TEMPERED GLASS, TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING P.) _,J2R SIDING BY OTHERS: GLASS (TY .-,-By OTHERS '"i -GLASS 130OR" INTERLOCK4' DOOR b HEIGHT SITSECTIONB-B HOOK:'STOLE DETAIL t, 0 y kAj Tg v2) 49 INSTALLATION SCREWS MUST BE 13F. SUFFICIENT EMGTH TO ACHIEVE' s OF 1-1/6' INTO WOOD. TAPCOM TYPE INSTALLATION ANCHORS AT St"m Post Be OF T, surria MY LENGTHE TO ACHIEVE HIM. EMBEDMENT OF 1-1/4- IMTO.-_NASONRT M-C RETE 3j INSTALLATION AKNOR CHART ON BACK OF THIS SHEET - A, iLICEINIZ D ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JANSS. 9 UN1: ICRTL C CAUL FOR PERIMETER 1 1 ARO 0 E USE S C USZ S L CCMIZ 0 AC T1ERIOR,OF-:6OOR I - SIZE TEXT6) 1 I.ACT z IS HOT LIS ED IN ANCHOR CHART. US-Z ANCHOR CKJANTITY-LISTED VI!TM:NCXT LARGER SIZE, FOR THE APPROPRIATE DESIGNS REO'D. 7) FOR, POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONrIGURATIOM To FINISHED Cwprmmi4C, PLACE INSTALLATION ANCHORS, IN FRONT (IF NOOK, STRIP AS SMCVN. 117 ; n . - S p qGLASSTHICKNESSMAYWARYPERREWIREMENTSTVASTHC130aCLASSCKARTS.- QCDOORUNITIS "PROVED USING TENPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS ' C, 7- a, I SEALED 11) SNIM AS REO'D, AT EA. BE[ OF INSTALLATION AMCMCRS_ MA.. ALLOWABLE SHIM STACK TO BE V4'. 12) L INSTALLATION AMCHEI,.S MIST BE MADE OF CORROSION RESISTANT MATERIALS. I WmER — RePRESENTS MOVING PAOCL MO jr REPRESENTS rIxCQ PANEL APPROVED I AND / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SCAN CET TION-S ARE: AT LISTED ON AN CHART ON BACK OF THIS SHEET. 14) MET ALL`CQNFfGUR1TICk LISTED ABOVE ARE SHOW. ON THIS DRAWING. ;)IEVfll INSTALLATION F-_XTER10R ELEVATION SECTIONE *A -A'. '9-9' & HGOK STRIP DETAIL APPLY TO INSTALLATION Or ALL APPROVED EMBEDMENT c_ -ATIONS. CallGUP1-1/4' MIN. 1-51 FLORIDArPANELDCOPSHOVN20MBE E TR.DZRS 1000 SERIES SLIDING GLASS DOOR IS SmWm THIS PRINT ALSO APPLIES TOSERIES —0 500 SERIES. REV I DESCRIPTION DATE IN[ EXTRUDERS LIBERALLY APPLY — CAULKING UNDER SILL. FLORIDAINT. INC. SANFORD FL. 09 SET SILL IN BED —INSTALLATION. ANCHOP Or CONCRETE 3/76l DiA. TAPCON TITLE: SLIDING GLASS 'DOOR SF- C T i 0IN A. A, INSTALLATION WITH tS SCREWS DR- 1 - WN BY: BB I APPROVED BY: FE 1. 2002 7-- 1 1 ATE: !21!7101 ISCALE: NTS IDWG #.'LEXX27 S%il I x 2. Y. I /E 1"'Go S14i — I JUBE MULLEN. j;.,MZ (TY.Pi, que1,TYP3 1:tt 77777, SELF 1. 2 x 3/e LUOIN TO 101LUC. USE KkjL!--IjN TYPII XL VUTCAL:,Tr, -'ORQOINAL MI, v m N 17 165 'X 1/pSELr 2 x 4. x a/ TA. S ix JOIR Ex Mul 7_ 777 7' T SLA:ANT qEr.,EEN7, kA4141"E Au VINDov, 4tv rLANGES- vi L-_ Ei MJU - S. NjNA.LIUM X d-1/2 SELF CL i TAPFII G_ A A I. 0 SMSShS SEACMIN 1X air.2X MULU,, A 7 ;K 7 ccCTiON X 2 7/16 X LAY I X. 2 /1 x 3/12 .... . ...... 7rz2 KILLION 7 1 TUBE MLLKIN szALANI t iMWES r18: X 1-1/2 SELF SCREV-ANCI- JAME (TYP..). _FLANGaZE j&mB 4TYP-1 L H-LLLON TAPPTNG SMS SFQTION A—A..L7j _CL X 2 SELF fitiX1/2 SIZI-F TAPPING SMS N1 TAPPING SMS N PRECAST.:S1L.;. BY C V Z SEA,-'. 4qT ET E DETAIL C AUXILI.. CFPR ADD1TjC!NAL- A NO—M S. FLIPURGE 2 SELF SEALANTBETWMSVENDOW 5 X L W-I.MN V-* TAPPING Sm.SSECTION A —A A ' A 4 x vs 1 X 4 X 3/8 TJPE MULLION f TLI-- =11- 131 4L _ 4 S-! r' T APIP114G y i iY.T -a`.J Z, . Z- ax, OK fj EVA loco S."'. [GOO S H. -t SEALANT 2,-_7WEZN E , x i/:: TAPPING SIAS II S 0 X 1/2 SELF TArjZj.,' jG S!'S INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA TITLE:'--, P *; 000/ ; '5,00 FLANG-F JNCC- ur V E RT I CAL. M UL L =0N I IN T 0 HORIZONTAL. SE 7 G T HE P I f- Slr F_T no.% u-C ny 1 APPROVED E3Y 1 0 CONCRETE C jAysINi - - TAILP.V./DESfGNER yp- — JMULUO APPUE TO JPWSSEA.; ANT aETWEE.N' `UD ES, -RE 4' F7 1c' 1 .11SILL (TY,=.,, S ARE - WINDOW FLANG &- 2' ES r. muLLVQN -RUO r.W./3 S111- S X /4 SELFtsX2/4 SELF TAPPiNG SIMS -ETE 0 f! Cr, Nfb, R HAS.Q41TAPPING:Z?ls By Of HERS INSTkLATIGN AUNCHUR X.z X 3/6XEX4/6 REY40 W Vy ALLL-r _E! _au Ude,?BY 13AP T_ 4, 4, 77- r V5t 41, uv ! NVE4 . 7 FLOE * rev Z3/ 4 O;c TAPPINGV teX,2/4 SELF TA. Sms. OPINGSMS3 3: 1: (TYP' w 1000 -$it 5-1 NI "2 CTYF.) - - +iEALQT10W*A-A-L2) EETVr----S A— A -A U1 ES ...... F. V.IOESIWER IDOGP.WJDESI C-NEkSILL CiYF) r SILL (TYP. SILL ( TYP.) S X 3/4 SELF: geX2/4 SELF 48 X 3/4 SELF TAPPING SMS I X 3 TAPPINGSv27/1 7 TAPPINGSMSF, I X 2 7/16 x 1/6 4 X 3/13 IS16X3/ 1,1/4i MIN' TUBEMULLION , , - - I _-, :., z 7xUEEMULLIONTUBEmuf3INI, SEALANT BETWEEN WLN= 4 FLANGES SEA, ANT BETWZV 4/ T:4 ?I rLAtZEL. KY_LIcN 146LILIC-N i.--Ti v. 4; SELF 11 - __ e X 3/4 A 'v 49X2/4 woo S.H. TAPPING SMS TAPPING SMSSELF KEAD ITYR) irvAJ (TYP.' , BETWEENS CTION A -A (3 CN-A ( A4SEALANT _2 X 'SE-F WINDOW FLAN- I3 TAPNSMSI MULLIaN InGPV-/ DES`:-'NER SEALA,T SE7'JEEN S!LL 1"Yp.) SILL <'TYP.' , M 4 FLN4GES 7 HEAD TYP.) E, FVATItC L NULLM1912/4SEL- Sms X 4 X 1/8 4? )( 1/ 4 SELF Tp.?P! NC SMS 1_ x 2/9 L SQCTIGNA -A (7' VEWED FROM EXTERiOF I I. IIj . INis F-0-1 I INTERI ATIONA.L. INC X CC iFLORIDA EXTRUDERS SANFORD, FLORIDA ITr rLE:' <. l !jkJl Utr LANGE SH'c_.,Z_-T 1 2 i T1.47. N HCRIZ"ONTAL A,Ul TON SE.r.T U; J vit 2 Or' c, r Ljp S I Ecu7471TPRc SURT CAPACJT TE:S r -In MaWN By ' S JAPPROVED BY: L rc.Y p + TYPICAL' MULLION TO CONCRETE F JAME' 1 00.1- V /DcSlul< R '.-•K' ax wE.•,10^ ".7/Dc°iHfvER `- iJl v 14v i{tw 5IL4'rY (gcoaES TO JA2!$ WHE.REc1` X 4* " fTSrLL` <T r) r f rTs f!l X` k c'. 2 X'4r U8E MLLJO'v_ ARE QSn Q 11I i F tax 3rA SELF cpcy1/4 SELF r> TAPPING SMS 7 Rx.. , x TAP IW SN r r, C 4CRETE OR.NASCNRY BY OTHERS 7• X I/8 sI f a: i TUBE MJ_LS(]n tt ref TUBE; ML.7 Ir , .: ..... ...; SEALANT BETVEch: a h ONE rY WCCD_/ 1] 1^ L 3 _ WINDOW, FcANCIcS.:.; r...y.. EU''L' MULLION 1 >• ; h _ ,. I' R GY GTHckS 77aCEN11,U `I.®RMA B.O.A. . SEALANT BcTVEEN +i8 k 3/S StLF:..:; r CI. F *8 X 3/4 SELF 7(nT7pp7 77 TTW-DOW FLANGES \ TAPPING SMS •---'1000 SH..=7APPtNG SMS _ + .Vxar7: 1,A'.,: G MULLMN ` ,COO S.M. r.a tOR/DA 'X`r'RuDERS o _ HEAD (I YP.) _. SEALANT 'BrTV EN' 2 eF ° SECTION A -A (2) WW"u0V FLANGES-'; SECTION i KjLLIQN 3 6z r < 100u P W lGEoIGNERLOCO: F.V./DESIGNER SILL (TYPJ i #Q X 314 SELF #8X..3/4 SELF 1000 P EStGivER1cRJ.$* v l;7AFPING SMS. C .V./ TAPPING SMS 1 X c 7/ 5 X SILL (TYPJ S + , •. ; X c .ZI16 X 1/ TUBE MULLION 1 TUBE MUVI1ON -. ELFJ ; I TAPPING 4SMS Ze ? X 4 X 3/ 8 TUBE IONSEALANTBETVEEN ... ' Bt 11U L . r G MULLION ' f.., ._.. - .. SEALANT' BETI. VI 70`J FLANGE - E X"3,a SELF at k8 X a/4.SELF 1COG S:H. TAPPING.SYS i r`1000 ! TAPPING SMS ` HEAD (TYPJ NEAT (TYF.) SEALANT EETVEc4 - S _C TION F'• A - J 1-J'-C`TI^vN A —A (4) _ VINDOW FLANGES' L RJLLION F:V./DESIGNER EA g cc r lOCO F V./DESIGNER - S_ SEALANT ETV NI v F Sli.l. (TYPJ JIN OV FLANGES t T SI' L (TYPJ ` #c X 3/ 4 SEL- X 3/Z SELF L MULLION .. r--#o.X 3/4 SELF inF?:NG SNS TAPPihti SMS^ 1 Y Xi/E' L I NAPPING SMS Y /-1 X 4 X 3. & iv00 S.N. - +— ETAII INSTAL! RTION ANCHOR 3/15' DIA. TAPCGN S:REV ANCNCR (TYP.) ExTERNAL RJLLL7N INSTALLATION CLIP MULLION 1 1/4' MIN. EMBEDMENT rI AIi I 0 EUNAI iON ViEWEO FROM EXTERIOR j IUPL MULLtUn INTERNATIONAL INC I 1 !FLORIDA EXTRUDERS SANFORD, FLORIDA r ' TITLE: c`R; 1nl~ Ci i --no = 1 A.NG= SHEET 1 OF _ 1 HRi WJ177:TA: A,I Ir_.iJNC.. i ; DR4iY ' HY: i'Ui AFPROVED BY: D'NG.: jnno nAra-:,, _ l / i X c X 1/? IiCC SF -Cv 3 -. 19CC $H , i c f e • _ 7UE_ ,.LflL'ICV o:: , ti raw. L,uN +. '°'.:Atd?.: - r BUC by C Thcr:c,. - F c >rS rn' A q s Y r. \ 1 1/a MSN; f , S LF \ #8 X 1/2 SELF asj . FR S t. r. TAPPING SMS r t..:.. n ?,•:.• z.,.. . _. - aia.-:i --:-? ;,.. ter'- ;,,; c.. - .; . , , - - _ __ cat : t ri. t ^•-• •+x- Tes . t'G: ?'-F,.,'S'i 1 B.ML.i ` 1 ¢ •`_"`.`` i_-: 4-_.,........r.>.,,,"aa.-,_,...: ! ' a''r R -.< ,,,. 0 ,z ..:: _:.r'`., .-:;. :-•-r-._-_...__ :•-r•- r. .. .;. s.... , v},;, 3, .....,:SFJILJ•V... ..:-..1.:. '`. ti..x' d _ ,,,,,$i ¢ r. T.L TVfwT T-•-----• .; :..,.:r H-TVEEk ,;,-r . a i,... .•-••i i e 'z` T S'_'R.Y Xira h........... .... , - .. x•.. irii'T:^ ? Texi.,.., .-:'.afi •,:,: ,.. 5. t, ,.,,;,.: .. ,. .. 'r n .. G..:, { • Nr. s.ti 't.:;i3• 4=j -. lt'fl ..•.»... 3. ., ,.'>:Ys ... S. IISHi i!'<X ,:7lB.. cr, 1...,.,,,, "?k •:`''s. C +ar. c..,.,,.•.r •,: .r....t: - - _ - .:': . t . •: L5c ..; w`,..`-^*^'. w a?..-.r.+,;,,. i Iz xt_RhA.._HU':.i:loM - <¢` a .;.:;:,:., .,,:;5' ::...:...ek8 I 1 1%t:cF::y.• .,- .c _ :S: :.c.:l r .1 a, r:. :y;> rt ......... ,.--,.....,. t..tsJL,_Ivfi_+.c.: u - q , .- UD.. i 6 3 sYxgcrllcSTA°i1u CI?? ltv..,, ,. ,'L,?r1API1., s;s+'S r ? .: i"_..: ,';-?.,,.,.,. .a.:f-.. rs•=..^sq".. .4 •'.fit .,j,.j,-" - -,- f v ; ._ ,- o F , K Q o I'iY?IS i :11I1L1 iC !i, 0 K'OiVCKL-fl i:'FIEA7 - i_C11%W\ i--/1 l V "j '" ..i Si::C-SF5` L7 .,_ ^ 2' l. ~ S tT• .. -e3 .: •, S { __<_ _,:` NS L , A?Pi 1E `70 HFAO SiL"Hl2. ;1 X x z a .• It 2-::SX..'- O'vS_,T.FC _ g7/16 l.-1 E r :.=.aX. TUBE MU -_ a- TY-J lL7Cri1 Ls ,uEl MULLION JAM < ? c • iCCC S.H. _ JAMS C7YPJ JAMB (TYPJ- g X ,/2 SELF TALi31TION 4NCHDR T E D GN S X 1/2 SELF Ss X 1/2 SELF TAPP DENCSMc ... _:. :TAPPING SHS E—•- art Cw i SEALANT :'!~ 7rt iN12SELFSEALAN7, EETWEEN ... '. __. _.. -•SEA 44T &=TVE'EN - TAFFIN:a SMS... _ VIN F S NULLI13N Ah_ VINx1V FLANGES .- VIn3M! FLANGES • y F[3 ?; ; KX-LIL'N :..1., _.. t-NJ iic a_ .. _- .S`CTiOrd, ..P—i; i7; _ - - 'ram 4ST 51 EY L HE. S =' KB"X 1-1/2SE_F k'X .-i!2 SELF- r r TA??ING SNS TAPPI SNS DETAIL C - d!!XN lPRY P! A r SECTION A — Ai f S; CION ` % (/t) ? F%GR ADDSTIL)NFLANCHER `L4E RECIUMED) t-X t X i/8 ., X 4 X 3/$ -- 1 A 19t— Yst ; TUBE MULLION - ..._TU E iL4 LICK !•:. ! .! ... _ JAMS CTrR) I JAM3`.sY0.i _-n:-wcoy• ' .. / I W..i'I,— i - - t rYr; X */? Sc_ ;s Y, i/= Sat lEWJ`l FROM EX EF:CR v,: srl; \ •?=?Ires - INTERNATIONAL; INC FLORIDA EXTRUDERS SAI`iFORD, FLORIDA TITLE: ce.+ U ;: I '_T JF 2 i y T' r r I!* _; -`- ! LJ•` )FORinRs.w, EY:" .. A°PFOVED BY: F MIAMI,DADE MIANTI-DADS COUNTY, FLOR1t METRO-DADE FLAGLER BUILDIN, 13UILDINC CODE COMPLIANCE OFFI4 METRO -DADS FLAGI.iilt 13Ull.Dr, 140 wit' rLAGtnt s'I'Itl? r, surd: 16 MIAMI, FLOWDA 33130-i5 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (303)37s-21; Premdor Entry Systems (:oN'rltAct;ost sz rIt 911 E. Jeferson, P.O. Box 7.6 (3u5)375•2W FAN(3U1)373-:: Pittsburgh ,KS 66762 WNTILWrott VANI ORC.11:aIKNT nIVINI, 305) 375•2966 I-AX (.103) 375-: rltouuc: r CONTH01, WI SI, 303) 37S-2902 F/',X (305) 372-6 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-NV/E Inswing GIazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein, This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend i use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flori Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raul tcoangucz Chief Product Control Division THiS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS _ BUiLDING CODE & PRODUCT REVI ENV CONINI(TTEE This application for Product Approval has been reviewed by the 13CC0 and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above, A PP RO t% C D: 05r'051200 i Francisco 1. Quintana, R.A. Director Miami -Dade Comity Building Code; Compliance 01'fic Premdor Entry .Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code: (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-1V/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folloN documents: Drawing No 31-1028-EW-1, Sheets 1 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 by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approvcd drawings. Single door units shall include all components described in the nctive Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such.that the ang!c between the edge of canopy or ovcrhnng to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arch arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will rectuire a hurri( ps•otcction system. 5. LABELING 5.1 Each unit shall bear a permanent label with (lie manufacturer's name or logo, city, state and following statement: "Miami-Dndc County Product Control Approved"'. 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1 2 Duplicate copies oi'the approved drawings, as identilie:d in Section 2 of this Notice of Acceptance, clearly nlarkcd to show the components Selected for the proposed installatlo 6.1.3 Any other documents required by the Building orneial or the South Florida Building Co. SFBC) in order to properly cvaluatc the install, ion of this system. tvtanu l Pcrcz, P.E. Product Co ro Exan•: Product Control Division Premdor Entry Systems ACCEPTANCE No.; 01-0314.25 APPROVED : JUN a 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi: submitted, is no longer practicing the engineering profession. 4% Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for tcrniination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shell be cause for ternlination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEPTANCE Manu Pcrcz, P.C.; Product Contr scam Produ 'ntrol Division Glazed Units COPyL-MA0900.02 FIBERGLASS DOORS 6'8" Height — Inswing ArrangementSinglesI X 2'0" COP-WL-MA0141-02 02-0419.08 Application Filed) wI• I 52.0 I. NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement — t•Rating7777t 52.0 NO X0, OX, NO j i 1 s 2'8" + 1'0" I 111 COP-WL-MA0143-02 Dade t 02-0419.08 Application Filed) 2,8" + 17' 2'10" + 1 0 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0"+2'8"+IT COP•WL-MA0144-02 02.0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" 1'2" + TV + 17' 1'0" + 2'8" + 1'0" 1'0" — 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 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" + 2,8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile 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 forbuildingsandotherstructures). 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, P^202 & PA2,. O aark— raft SIG i AR0EK" AIVIII'1111!kGl.t1 1.I 1'NY {I(, ()NCY11000 Jon.iwNrOwsl.,l Gu7 Doa'I r sn, PREM N IIII!` D1r29.2W2^o.. rOnn Our e0e11%1i 9 pllplun 01 p,gu(1 u11D,0•,tnKnt nldtes tDOUliotiau, des'lon Dne 0.0ducl Masonite International Corporation o.11il 1+1,111cci 10 CNrle willoul notice. Glazed Unit: COP-WL-MAO1OO-02 `. FIBERGLASS DOORS 6E8" Height — Outswing fnille International: Miami -Dade 8CC0 OP flating Impact 2'0" TV r 02-0418.03 2'8" X COP-WL-MA0161-02 Application Filed) 55.0 NO 2'10" 3'0". TV Not Listed Not Listed 2'8" + 1-0" 2'8" + 17" 2 110" + 1'0" _ 02-0418.03 I 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO TO' + 1'2" 1'0" + 2'8" + 1'0" 1'O" + 2'10" + 1'0" X0, OX, OXO 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164-02 Applicalion Filed) 55.0 NO l 1'2" + TO' + 1'2" 2'8" + 2'8" + 2'8" I 2'1C"+T10"+2'1V --- TO" + TO" + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-C2 Application Filed) 55.0 NO TO" + TO" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 I 2'10" + 2'10' + 2'10" + 2'10" COP•WL•MA0165-02 Application Filed) 55.0 NO TO" + 3'0" + TO" + 3'0" i dotes: 1. Dccr arrangements using fewer panels than win! is shoe,*n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. aft AR M.. t.duu.e,r horn i .n..,; t.l Ae h.NnkY alooRA —t-hu"ea Era«f. E—)0 AD' d" DY. II Iy Daer, Ou, corulmng o.00am of poeoc, ;mOmenm"f makes spedgnUons, design and xodUa Masonite t n t e r na t i o n a I C o r p o r a t i o r. dl, il;a".ino 10 atnnge reitlw"1 route. - Glazed Units i1 I X . Ox, CX0 XX, OXXO COP-Wl-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 218" + 1'0" mg, n nlmEm I.f3.i i f 02-0423,01 COP-WL-MA0148-02 (Application Filed) 40.0 2'8" + 17' 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'0" + 2'8" + 1'0" COP-WL-MA0149-02 02.0423.01 Application Filed) 40.0 2'10'• + IV' 1'2 + 2'8" + 17' IV' +2'8"+IT 1'0" + 3'0" + 1,0" 1'2" + 2'10" + 1'2" 17' + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" TV + 2'8" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 2'6" + 2'8" 2'10" + 2110" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TO" NO f, •1 NO NO I NO NO ) Notes: 1. Door arrangements usil;g fewer panels than what is showri, in the above chart also comply under the product approvals shown. 2. Assembly detai!s are avaitab!e from, the Masonite Inlernalionai website (www.masonite.com) or from the technical center. 3. insta"a;ion instructions are available from the id:asonite International website (www.masonite.com) or from the technical center. a. Actu2i pressure requirament for a specific cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, (orced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. LM Oak • r ft ARTIE.Kr" II111.N .1, .\.C.S I: N'1'hY t>(1(11:1 N"nt•. w.J i:O•r l,./(::•,rtDmr. / n...+.:" oumr o.an Masonite International CorporationF,\r co.ana s( prC; ;r., of ufoG ti ip,prOremcnt ?clef f x:iti;;;:nrs, ((sq" ::J ;c?:::I iaa ]L,+n :9:^C K•trfvnhGc n1,:i;t. Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1' X singles(Width) 2'0" aff.I 1iommmm COP-WL-MA0166-02 1. 1' t• 02-0423.03 Application Filed) 1 47.0 1. NO 2'6" 2'8" 2'10" 3'6" Not Listed Not Listed 1 X0, OX, OXO 1M gulMFURPM 2'8" + 1'0" COP-WL-MA0168-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 17' 1'2" + 3'0" + 1'2" TV+2'6"+2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-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" + TV COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design.loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 O ak raft MT EK" E•<lur rely I,om e'llll: CLASS C: '14Y 000.1 f—.—dFwtl.0 E—Dew+ a Adr] 29. 2002 Our commuino program of Product imorovement makes specifications. design and product o• r Doer. Masonite I n t e r n a t i o n a I C o r p o r a t i o n Ottail Subject 10 Cnanoe WOW not,tt. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 1'Singles, 2'0" 2'6" _ X 2'8" 2'10" 3'0" 3'6" Mascilite1 l COP-WL-MA0101-02 01-1031.01 I 76.0 1 I NO Not Listed Not Listed ArrangementI X0, OX, OXO Ith) 2'8" + 1'0" masonite intemational.Miami-Bade COP-WL-MA0103-02 02-0109.10 Application Filed) J• I 55.0 I. I NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 210" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2,8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 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 & PA203. Oak raft ARk EK'" w.,a. FIM1:"OI..ti5 KW1'"1 R00.Kt T..D- Ouo Iry Deor, a APO 29, 2002 Our conl,nu,nq DtoOram of 0 00uCs Mnofovunent makeS s0eciticawns. des10n and Oroaucl 0etad suolect to Cnange ordhout notice t Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 1'Singles1 X 2'0" 1 1 COP-WL-MA0121-02 I.1' 01-1031.02 I• 1 76.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not listed 1Multiples1 X0, OX, OXO 2'8" + 1'0" 1 1 COP WL MA0123 02 r.l r 02-0109.09 Application Filed) f• M. 55.0 1. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 'IT 1'0" + 3'0" + 1'0" 17' + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 310" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO TV + 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 Oak aff AR4EK'" E•<lu elr bornW ., ...1 re eA F111P.XG1.ASS F:NIKYxO00NS m o.• rrr oemr a ADM 29.2OO2 Our conanuino Program of DfodDCi ImOrovemenl makes sOeciOcations. design and Product Masonite International Corporation Wall suoiect to change without notice. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing 1' X 1 I 2'0" 11. 1 , COP-WL-MA0106-02 1' 02-0109.08 Application Filed) I• 1 70.0 I 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed I — 1 X0, OX, OXO 1 1 2'8" + 1'0" 1 1 COP-WL-MA0108-02 1 02-0109.08 Application Filed) 1 55.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 e NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" IT + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2.8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcraff MTEK" r.cm elr r,o m d. r t J`1111!"f:l 1S 1.. 1— 1>00Ia' r on.l'.w..0F—g— Em Doo.. AUYIvlA r..i. •. to I+Oe• rDeoi• Aprd 29, 2002 Out continuing grogram of or0oucl unorovemem makes soecificalu)ns. oes'on ano or0oucl Masonite International Corporation oeUA suotect to chanoe without notice. 14 COP-WL=MA0100.02 FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing X 2'0" COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Mir X0, OX, OXO 2'8" + 1'0" COP-WL-MA0128-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0" + 21" + 1'0" 1'0" + 37 + 1'0" 17 + 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" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 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. Oak raft N,I'I a c,lcPOOMS ARkEK" E.<luf elr t,om t'lh—CLASS e.'N'I NY o 1r.""W Figr Envy D"an a ports 29. 2002 our continumo orooram of product improvement makes spedificanions. design and product r...m Ovru,y oem, Masonite I n t e r n at io n a I C o r p o r a t i o n deta,l SupieCt to ctunoe without notice. X Unit Ps• TYP. 1 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. o rnwuntuurtiYtanaealtnu 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. I 1 1 fill? ' 1- • t Width of door unit plus 1/2" Height of door unit plus 1/4" 1 t MID WL-MA0001.02 SINGLE D••- 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 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 k10 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. E.tlufre ly iium /- m o..,r o•e April 29. 2002 Masonite International CorporationOutContinuingO,o,,am of grooucr irhm,erheht makes specihcatons. aesgn ano c'odua actau suoiect io change without notice. XO or OX i Attt t Unit r SINGLE DOOR WITH 1 SIDELITE CL TYP. L TYP. TYP. 6' TYP. 6' TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. NMI "1111 r 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I r r I .r t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. Alml29 2002 Masonite International Corporation Ou, "54'on o' ,neni n+akee sueaiaiwu. oevOn anc rocua aeua woiect to cnan9e wanout nnce. oxo ttlt,t Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. r 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 11711 li Width of door unit plus 1/2" Height of door unit plus 1/4" r r r r r r r r r r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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 of1.1/4" 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. f .tlufrr<ly Irom April 29,2002 Masonite International Corporation 0, cor+Irnu rlp UrUUranf UI UrUOu:' .r"UrUvl:itll'nl n1aYe5 TUe[nCJIUn', aevun ane muuoct arud suoleo w cnmlpe wnnoul nulae oxxo MID•WL•MA0005.02 Unit DOUBLE DOOR WITH 2 SIDELITES b CL TYP. TYP. 3• o TYP. TYP.I I l II II II I l II I TYF I ii fi 1 ii if i 11 ff f 6'8' 13- t t t i t t t t t f t r r Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. T i T UNIT 8'0• UNIT 5/16' 17.1/8" MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA All 56.2) 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 d8 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 1.1/4" 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 E <lu i ely Iron April 29.2002 Masonite International Corporation Our conti—no DroQtam dl Drodutl + Drd+emenl makes SW't-OWS. d"Spn and D'educl Owl Suulect o cnanpe wilhoul ww" 4 _ COP-WL-MA0142 02 11? Glazed APPROVED ARRANGEMENT' satlN Md OL FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x ST". r Double Door Maximum unit size - 6T x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: as2 a0 as oa oa 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ao oa oo 00 oa oa 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 fill 107 Series' 108 Series 304 Series Series' This glass kit may also be uses in the following door style: Eyebrow 5-panel with scroll O akcraft AFCiEK'" E..I .,..I, I,•.. FIUI:i l: N'I'N 1' UOONti Non T..wnd EA.re4"Envr Ueon M)rMD/1P/ April 29,2002 n Ou. Masonite International Corporation ons, design d oloductOurconlinwe01001Mo1oroeu(1 Yove- 0l makes sUBUtiGUan del34 subject to Cninge .,tnout nonce. XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aaf State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft 1'e ARkEK" aarlu ely I I. c,l FIUL.GLAISEN IN1',I)OOR, F.,,,y Ooon Q April29, 2002 Our conunumg program of product imorovemem makes specifications, design and oroduct Masonite International Corporation detail suhlect to change without A011ce. or • F COP-WL-MA0143 02; { a Glazed FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit site - 6'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 1-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeti 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: 00 00 can 00 00 00 00 100 Series 133, 05 Series 136 Series 822 Series 1/2 GLASS: n 0 00 11 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O akcraff AR EK'• I re.l P uul Kr:cnss LN I-Y 01 MM1 rm,,.n.m..er,..r,,, cn1.,o r' PREM.^aW,,//.,,.,,, April 29.2002 Masonite International Corporation Our comm,nn; moy,mn of Oloducl im —em nl n1Jk CS S0001,01-1. OCP n a',o J'Otlu Cl Oe Lill SuI,C:I Ic IN"ge -11oul M.C, XO or OX Glazed Inswing Unit COP•WL•MA0143.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao a 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 - Certifying Engineer and License Number: Ramesh Patel, P.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). EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 13 Oak Taff AR 4 EK" I,nlCut:r.:xs eN'rHl'UUI)H, raa..u.u,.w re..r,,. tt., o PREM a? a1. 0. ./Do ffl April 29.2002 Masonite International Corporation Our commumg Program 01 ProauCt improvement makes SPeCdlCations. design and Droduct aCla l S':J,eCl to Ch,rnp wiln0ul nol.0 F COP-WL-MA014'4 02 Glazed Inswing Unit APPROVED ARRANGEMENT: a. O t; r or' 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 - 9'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY. DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: an 00 on 00 - 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following 0001 style. Eyebrow 5-panel with scroll Oak raft AR 0 EW e......... b,.u.l•re n '1'c.rure.l 11U1: N(;LN\l is N'I Nl' Ul)<)Nti , o T. a 4F—j—t-,Oxon PREM ':'Gr,ur,:.rr. a ApO29,2002 Masonite International Corporation Ow corm—ng luogram of ol0outl - o Mehl mates Sa OU110ns, aes,gh and nroaucl oelaa sunjec, to change wiinoul nol,ce. OXO Glazed Inswing Unit 4 .. COP-WL'=MA0144 02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0o ao 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: fi 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). a 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR " E.clu vely Uom W ,, .. I I: IULR(;L,XSS CN'1'Nl',VE10RS WmTuwrW fl4eral+u Enuy Oow l"/lC/YlfYln r i+® m Ou r Oe April29, 2002 Masonite International Corporation Ow conGnu,n4 OrOerarn of MOW InlproveMent makes snecificatans. de$'Qn and product detail Suolect 10 cnanee wimout nonce. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: iqP¢ ; rt O o Li Double Door with 2 Sidelites Maximum unit size - 12'0" x 6'8" Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-nattonal, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n ° C 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O akQ— AR EK' Y I'IOCK61Lntil EN'I'ky n(IUKS Non-T.—dF-11...Envydoon PREM '?(r•ii•r inrr a " April 29.2002 Masonite International Corporation 0uI Conl,nu,ng 1)l091am of piodun ,mpfovemenl makes spetifgal,ons. design and p.odutl de1z.1 audiecl 10 mange wnhdul ndhtt. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r q 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ra-K AR EK'" L,IIfLkt:L AN.S LN Ik1 rU rrJk+ ey„.T a rya fA rCarr Ei VT Oea PREM ?:'ir.I r/. n Or• r Q L/2 N April 29.2002 Our continuing Program or proou ,morovemenl makes specifications. design and Product Masonite International Corporation deull subject to change witoout not,ce XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 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 - 6T x 8T Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 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: D1 00 as 822 Series 1/2 GLASS: a 00 404 Series 108 Series O akw. aff AR O EK' w,,.,d. c,. „ 7c.,,,,.d - FnL:llcCLA11 LN'I'MY UUVM1 Wn.T.wr.af D.vewf."D— PREM aWi,',1/.ri„ a °0 April 29.2002 Masonite International Corporation Ott, com,nu,nc program of orodua improvement makes speciliwlions, design and p,Oducl ofad s,0lect to change wnnout nonce. XX COP-WL-MA01:4702 A Glazed Inswing Unit 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 To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR1EK'- N'...•.I r l u b KGLnnS LN lKt uur'K,, rao.u.w..e i-1—bmr Doe PRW=,7 a ° TQ roe April 29.2002 Masonite International Corporation Out Continuing DtDgram of Dtoduct imDro,emenl makes SDeCIIiCaleons, design and Drodutl detail suolecl 10 change W000 noliCe XO or OX ' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6T 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 determined by ASCE 7•nSiional, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: ao ao 822 Series 1/2 GLASS: 0 ao 1 404 Series t08 Series qOakraffAR" 1.!„, I.• , .k I;1II I-k<:I. A1.1 I:.v'1 k\"nrll.kti fbn.Te.wnd f,EerN... E—rOoen PRf_l:'i `:'(-.ii,/.. n Ou• r Ueerr ff Al) rd29,2002 Masonite international Corporation 0w cogmpme program of proovCt i11010 C WI makes $P-1-011ons. d-gn and P-1.0 00', Su01,0 m Ojq, w00W nW,u XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300Series APPROVED SIDELITE STYLES: 77 J 1 a 450 Series 852 Series 810 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). at 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak craff AR k EK" Tr Fp.. Eevl DeerHIJLN(;LASS L:IN'rHY`L)00( 1 r.rmwm o„u r oem. Apri129,2002 Masonite International Corporation Our contmuing p(oetam of p(00udt improvement makes specA,calions, CtSign and product detail sudtect to change wnnouf nonce. OXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 4 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: M3 ao - aa 22 Series 1/2 GLASS: as 404 Series 108 Series OO AR EK' akk$raff kN..rd 'I'.. 11KGLANS L.N I'kl' 1) ()WS1SEran-T..—Em.,—Env, Doe,, PRFJ:'i v:'G,.//...,:,,, JA April 29.2002 nOu. ilr Oea, Masonite International Corporation Our commusna pro, am of p,0ouct i.,p,oremem makes specdlGtiohs. oeAgo amt product detail subiea to change hour W.ce. OX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 11! Oak raft AFCEK`° E <luslr.le Irem VJ8LN0LASS LNTRY GOONS Non.T.—dFRerNu En" Goon PRE a'raW,,11.,,,, - April 29, 2002 Masonite International Corporation 0, Continuing Droeramof ptoducl improvemenl makes specifications, design and Droducl detail subject 10 Change without notice OXXO Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 u Double Door with 2 Sidelites Maximum unit size - 12'0"x8'0" 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 TO" x 8'0". 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-naronal, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: R 00 404 Series 108 Series Oak raft AR-4 EK' 4 1:111 LKG LANS LN 1'M 1'"U UUM] NonAeawr.E fA.rrYa roar 0een PRL/Y1Van(:,//•./ni, i6 April 29,2002 Masonite International Corporation Our conomm e oroeram of orodup ,mvo,emeni mates 5oectliUtfons. desv and product Wadsuoiect 10 cnanpe Whom nonce. 0xx0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: t 450 Series 852 Series 810 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AFfk EKC (.clu„rely l,n FlllLACIASS LN'1'kl'rt 1-rr'—T...—F-0—f,v"Donn ()()C,'rVIA• eaDr. r Doail Apri129,2002 Masonite International Corporation Our com,nu," Drodram of Droduci imDrovemem makes soeciticw.ons, design and Drodud dela it sVolecl to cnanoe Without nol,ce XX 1 ' 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 TO" x 6'8". Double Door Maximum unit size - 6'0" x 6'8" 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 fora specific building design and geographic location is determined by ASCE 7•naaonal, 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: 00 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oa, kraft ARTEK'Y E.. I,L.IYf,om I IIf1:N1;L.1\.\ L.1I'N 11100I s Non.Te.WnC fAeral.v Env, Door. ! a"1 6PREM,- 0 iCi Apri129.2002 ov-,,:,ii.,.;.,, m Du. irY Doo.. Masonite International Corporation Our conlmu, ng Drog9nl of Droduul mo(ovemeni makeS SDC0,01-OnS, dMgd add Drodun delan suolen ID mange WIDOW notce XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1.. 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO 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 1 I 11 Oak raft AR I EK'" 11IBLXGLA.\.l LN 1 10 IJ00KS No T.. d F..r(I.t, Env, 0= April 29,2002 Masonite International Corporation Our Com.-np D'09'arn of product improvement mantes specifications. des,Dn and product dcud WNW 10 Cnanee .doom ndtme XX I' '1 r I Glazed Outswing Unit F 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: fi t. O r•. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0" x 8'0" Design Pressure 47.0/-47.0 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: 1/2 GLASS: 00 404 Series 00 00 822 Series t08;Series U Oak raft ra.iv..d ARTEW W.—d- FlULK(MASS LN'I*KY L)O()NS Apnl 29. 2002 Om [o0hnunng ploQlaru or pr0dvp -010O ehlebl Nan-T 4 Fp..r... Envy01— MACS SpCCd CII.Oh5. OCSiuh and produCr PRU"1MDan i ir/ri.. a m T 0• y Doon M a so n i t e International C o r p o r a t i o n deli" Subjecl 10 change wi hoN norue 16 GAGE GALV. STEEL. TOP BRACKET WITH 14 GAGE ROLLER HOLDER Q OPTIONAL SSB GLASS LIGHTS 1 ALTERNA CONSTRUCTION E72 USINC STRUTS. iiA f a E9> I I OPENING HEIGHT NOT OVER DOOR HEIGHT) 2- GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 3/4- X 1-1/2- X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 13 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. 2" 18 GA. GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4--20 X 5/8- TRACK BOLTS. I 3/4- POLYSTYRENE INSULATION STANDARD FOR MODEL 735 ---, 54"(16' X 7') 1 33"S16' X 7') 42'9' X 7-) 5" 9' X 7' (2 BRACKETS) 1 , X T (3 BRACKETS) 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL FOR DOORS LARGER THAN 9' X 7' USE END CAP OVER END STILES. (SEE DETAIL C) F;\\\\Z'-C- a WITH 2 FASTENERS. 4 STRUTS 3' 20GA WIDE SEE DETAIL A) E4 E TIRE: STEEL 7 BALL OR NYLON. VV2- ROLLER WITH 7/16- DtA STEM. STEEL END HINGE ATTACHED WITH 4 FASTENERS. 14 GAGE - FOR 16' WIDE DOORS 18 GAGE - FOR 9' WIDE DOORS 19- 1/2' OR 21" _ HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 GALVANIZED STEEL STRUT. ATTACHED WITH 1/4X 3/4- LONG HEX HEAD SELF DRILLING SCREWS. 2' O ( 2 PER VERTICAL STILE) 1-3/ 8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. SECTION A — A 2 1f1 LAG SCREW - 5/16" X 1-1/2' SECTION B— B 20 GAGE GALV. STEEL CENTER STILE TOG—L— LOC OR POP RIVETED TO PANEL 16 FT. WIDE DOOR ,8 GAGE GALV. STEEL CENTER HINGE 10 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO FASTENED WITH (4) 1/4- X 1/2- WOOD JAMBS. ( 3 PER SIDE). SEE ABOVE FOR SPACING. HEX HEAD SHEET METAL SCREWS. 9 FT. WIDE DOOR 13 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. ( 2 PER SIDE). SEE ABOVE FOR SPACING. PREPARATION OF JAMBS BY OTHERS. 16' (DOUBLE C E70 4- X 16- AIR VENTS. (4) REO-D. 120 SO. IN. MIN. OPEN AREA OPTIONAL 25- T Q 3' 1 2. 75" — I DETAIL A 3" 20GA WIDE STRUT I r63 I2 I 1 88- 1 DETAIL B 2' 22GA STRUT 4 STRUTS 2" 22GA SEE DETAIL B) 20 GAGE END STILES ORANGE CENTER STILES 5 COLUMNS) E11 CENTER HINGES 3 COLUMNS) B ALTERNATE CONSTRUCTION USING (2) STRUTS.7. B E10 7' OPTIONAL LOCK f E10 7' 9' E10 ( SINGLE CAR) CENTER STILES AND HINGES 1 COLUMN) 4' X 16' AIR VENTS. (2) REO-D. E11 60 SO. IN. MIN. OPEN AREA OPTIONAL COUNTY BUILDING DIVISION 4STER ILE N. `f&c- 20 GAGE END CAP 0' "M j, 16 x7' I DS ! t O—c NUIL: ALL NVN—VLDGKIYIIVL rA.IIr-NU%Z JnVAN IV oc 1/4 — 20 X 5/8" HEX BOLTS do NUTS OR ' Q1/4- X 1/2 LONG HEX HEAD SHEET METAL SCREWS. Q > WILLIAM T. L!fvDE11l3taN, F.E. 1 ConsultingStrlctmal En; veer_ DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES © 3,1140 ii;'E _On Strut LISTED IN THE TABLE ABOVE SBC ASSUMPTIONS: 110 MPH, 15' ROOF HEIGHT, ROOF I Clermont, r L 3 .711 =- PITCH > 10'. DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 110 MPH, EXPOSURE 'B O .7 PITCH ROOFHEIGHT, ROOF PITCH > 10 , 2' OF DOOR IN END ZONE (352) 242 . C10,10 ANARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR - r OTHER LOCATIONS. ` DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE. GLAZING DOES NO`reW SFYIMPACT GIVEN THESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE Q DEBRIS REOUIREMENTS IN FBC wrwrAer wPRF[tl IRF AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Qdi1ilG ii i3•Ai!?!1F>• I r aari cai z ll aY>`a W 0 DETAIL C P.O. BOX 138M MAUMELLE. AR 2422 3/ 5/02 KDD DSOR 13WR 72113 2413 1/ 25/02 (501) 562-187-- 2137 2/ 9/00 MODELS: 1549A 5/ 14/s6 1 724, 426, 730, 735, 750, 550 E 1549 D 1449 P-8-95) al...s...) C 1377 11/18/94 RLB) B 1373 11/02/94) RLB) A 1336 3/3/94 REV.) E. C.N. I DATE: I APPROV. DWG. PVAS PART NAME: 101993-2 WINDLOAD FOR SBC RESIDENTIAL STEEL DOOR 110 MPH, FBC 110 MPH TOLEONCE IEXPOSURE "B" OI FRAC.*1/64 DEC. t .015NEXTLEVELDATE: DWG. NO. ANG. t V 11-19-93 99-13-032 SCALE PLOT SCALE DRN. BY SHT 1 OF NONE 1=1BH 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2- LAG SCREWS — _ 2" GALV. STEEL VERTICAL TRACK 18GA 9'XB.. 10'X8 16GA 16'XB', 18' 18'XB' BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 3/4' X 1-1/2' X 13 GAGE MIN. 1/4' X 1/2' LONG GALV. STEEL HORIZONTAL ANGLE CARRIAGE BOLT h NUT FOR 16' X 8', 18' X 7' do 18' X 8', USE a 1/4' X 3/4' HEX HEAD SELF 2' GALV. STEEL HORIZONTAL DRILLING SCREW TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF DETAIL DTHEDOOR. 63'(18')(77 72'(18'XB',16'X8') E9 42'(1 B'X7') 48'(18' X8',16'X8', 10'X8',9'X8') 21-(18'X7') 9 O24'(1 B'XB', 16'X8•) 5" 1 E9 9' X 8' & 10' X S' (2 BRACKETS) I LH. O 16' X 8', 18' X 7' do 18' X 8' (4 BRACKETS) 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL FOR DOORS LARGER THAN 9' X 7' USE END CAP OVER END STILES. ( SEE DETAIL C) T 2 T- SECTION B-B 10 GAGE FOR DOORS LARGER THAN 10' X 8'. 13 GAGE FOR DOORS 10' X 8' AND SMALLER. GALV, STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. SEE ABOVE FOR OUANTITY 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER WITH 2 FASTENERS, D 2' ROLLER WITH 7/16' DV+. STEM. 20 GAGE END STILES TIRE STEEL 7 BALL FOR 16'XB•, 18'X7' & 18•X8' 20 GAGE NYLON OR STEEL END CAP 7 BALL FOR 9'XB', 10•X8' O. 3/4' POLYSTYRENE GALV. STEEL (14 GAGE) INSULATION END HINGE ATTACHED O STANDARD FOR WITH 4 FASTENERS. MODEL 535. DETAIL C GALVANIZED STEEL QSTRUT. ATTACHED WITH 1/4' X 3/4' LONG HEX HEAD B 19-1/2% 21' OR SELF DRILLING SCREW 24' HIGH PANEL (2 PER VERTICAL STILE) GALV. AND 2' PREPAINTED STEEL 6 STRUTS 26 GAGE ALL 3" 18GA WIDMODELSEXCEPT (SEE DETAIL A 24 GAGE MODEL 1-3/8' POLYSTYRENE750INSULATIONOPTIONAL FOR MOD. 724 AND ODORS 16' X 8'. 18• X 7' 730 Q& 18' X 8'. USE 5th 13 GAGE GALV. STEEL SCREW THROUGH THE BOTTOM BRACKET TOP LEAF, END STILE ATTACHED WITH 2 AUq1 FASTENERS. BOTTOM Q STEM ROLLERS. SCREW CAN BE ABOVE OR BELOW ROLLER. F C SECTION A -A 3' LAG SCREW 5/16' — Q 1.88• . 20 GAGE GALV. STEEL CENTER STILE "'/ ETAIL B TOG—L—LOC OR POP RIVETED TO PANEL GA STRUTy 018GAGEGALV. STEEL CENTER HINGE oto FASTENED WITH (4) 1/4' X 1/2' ` 5 STRLrIS uriJunnL 3" 18GA WIDE SSB GLASS LIGHTS SEE DETAIL A) F4 8 A 16' (DOUBLE 4' X 16' AIR VEffFS-(4) REO'D 120 SO. IN. MIN. OPEN AREA OPTIONAL OPTIONAL SSB GLASS LIGHTS —1 USING ALTERNATE CONSTRUCTION USING (2) STRUIS..--, 18'(DOUBLE CAR) 4" X 16' AIR VENTS. (4) REO'D. CENTER STILES 120 SO. IN. MIN. OPEN AREA CENTER HINGES OPTIONAL ALTERNATE CONSTRUC 1.25' USING (2) STRUTS 4 STRUTS 3' 3' 20GA WIDE FOR 10' X 8' SEE DETAIL A) 5 3' 22CA FOR 9'X8' mir" I — 2.75' -- I SEE DETAIL B) B DETAIL A 3' 20GA WIDE STRUT r,—, 3" 18GA WIDE STRUT AND SPACING. HEX HEAD SHEET METAL SCREWS. 1 2422 NOTE ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE ' • '` H 2413 1/4'-20 X 5/8' HEX BOLTS & NUTS OR •, 1 /4' X 1 /2 LONG HEX HEAD SHEET META,, SCREWS. 3 / /. : - ., . _ G 2137 1 / _ F 1549 WILLIAM T. LINDEMANN, P.E _ Ft _ ConsLAing Structural Engineer E 1549 DOORS SHOWN ON THIS t EEN DEMONSTRATED TO WITHSTAND THE PRESSURESQ 1140 Anderson Street D 1449 LISTED IN THE TABLE ABOVE.SBC ASSUMPTIONS: 110 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10. DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 110 MPH. EXPOSURE 'B', Clermont, FL 34711 C 1377 30• ROOF HEIGHT, ROOF PITCH > 10 , 2' OF DOOR IN END ZONE 0 (352) 242 . CIDO AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR r B 1373 OTHER LOCATIONS. A 1336 DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. NOTE GLAZING DOES AbT SATISFY IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE,IN DOOR 7RENGTH IS GREATER THAN THE OI DEBRIS REQUIREMENTS IN FBC REV. E.C.N. cnc M uenc Net7ROWFR OR SHORTER. WWI. 1Q I lS1T)• Il7 11 r•rr-IQ•nt l l l filGli[]Qliii•]F lLl<fl! If 7'<> OR i 8' B ' e S. EGO< 81 R A 10• (SINGLE CAR) • . 11 4' X 16' AIR VENTS, (2) REO'D. CENTER STILES AND CENTER60SO. IN. MIN. OPEN AREA _OPTIONAL HINGES 0 COLUMN) P.O. BOX 13858 MAUMFI F AR_ Mg'®R3/5/02 KDD 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2- LAC SCREWS — 2' GALV. STEEL VERTICAL TRACK; 18GA (9 X8 , 10 X8j 16CA 16'XS', 18'X87 BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 3/4' X 1-1/2' X 13 GAGE MIN GALV. STEEL HORIZONTAL ANGLE. 2' GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 72'(18' 48'(18'X8',16'X8', I O,XS',9'x8') 24'(18X8, Q16'X8') 1 Q9' X 8' do 10' X 8- (2 BRACKETS) 16' X 8' do 18' X 8' (4 BRACKETS) 1/4- X 1/2' LONG CARRIAGE BOLT do NUT FOR 16' X 8' AND IS' X 8'. USE 1/4' X 3/4- HEX HEAD SELF DRILLING SCREW DETAIL D 20 GAGE END STILES 20 GAGE ENO CAP s'xa7 91 Q O 3/4" POLYSTYRENE INSULATION STANDARD FOR O, DETAIL C MODEL 735. 19-1/2% 21' OR 24' HIGH PANEL GALV. AND 2" PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 0 750 O DOORS 16' X 8' OR QB 18' X 8' USE 5th SCREW LH. THROUGH THE TOP LEAF. QD STILE AND RAIL j $ rL LONG STEM' ROLLERS. 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER WITH 2 FASTENERS. 2' ROLLER WITH 7/16' DIA. STEM. TIRE: STEEL 7 BALL FOR 16'X8', 18'X8' NYLON OR STEEL 7 BALL FOR 9'X8'. 10'X8' GALV. STEEL (14 GAGE) END HINGE ATTACHED WITH 4 FASTENERS. 6 jIKUI r wvW SS8 GLA`. 3' 18GA WIDE SEE DETAIL A F4 0 B rrc,1 r GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HE HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS. BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 414S77r. G064V/P.r Y TION A -A -I F- .4 9 OLAGSCREW5/16' X 1.88" SECTION B — B 20 GAGE GALV. STEEL CENTER STILE • ETAI L B tw GE FOR DOORS LARGER THAN 10' X 8'. TOG-L-LAC OR POP RIVETED TO PANEL 22GA STRUT AGE FOR DOORS 10• X 8• AND SMALLER. F6 GALV. STEEL TRACK BRACKETS FASTENED 18 GAGE GALV. STEEL CENTER HINGE . TO WOOD JAMBS. SEE ABOVE FOR QUANTITY FASTENED WITH (4) 1/4' X 1/2' AND SPACING. HEX HEAD SHEET METAL SCREWS. _ DOOR SIZE TEST PRESSURE PSF. NOTE A/ NO20 X 5/8' HEX BOASTENERS SHOWN TO BE& NUTS OR Qp O T! = WIDTH HEKmfT POSITIVE NEGATIVE 1/4" X 1/2 LONG HEX HEAD SHEET META;` SCREWS. WILU1h" T. UtaE?: Cors; fiina Structural tngirieeG - .. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES _- LISTEDINTHETABLEABOVESBCASSUMPTIONS: 110 MPH, 15' ROOF HEIGHT. ROOF 1140 Andersen St, _- PITCH > 10'. DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 110 MPH. EXPOSURE 'B Clermcm, FL 34711 _ 30 ROOF HEIGHT. ROOF PITCH > 10'. 2' OF DOOR IN END ZONE QI (352) 212 - 010o AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORSSMALLERTHANTHOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. NOTE GLAZING DOES NOT SATISFY IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE. IN DOOR ,STRENGTH IS GREATER THAN THE Q DEBRIS REQUIREMENTS IN FBC INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. 20 (( LG LOCSTO PPAANEL F WITH TOGASTENED FOR DOORS LARGER THAN 9' X 7' USE END CAP OVER END STILES. ( SEE DETAIL C) B A ALTERNATE CONSTRUCTION UsING (2) STRUTS. i I• B I , D 16' (DOUBLE CAR) CENTER STILESI 5 4' X 16' AIR VENTS. (4) REO'D. I CENTERHINGES ((3 120 SO. IN. MIN. OPEN AREA OPTIONAL ALTERNATE CONS 1 OPTIONAL SSB CLASS LIGHTS -1 USM7G (2) STRU! 1.25' 3' I-- 2. 75' —I DETAIL A 3" 20GA WIDE STRUT 3" 18GAWIDESTRUTCOLLW12 X O. I. VENTS, N REOb.L MNGES STRJES 5 COLUM 120 50. W- MIN. OPEN AREA OPnOWAL O OPnONAL 5 STRUTS 3" 20GA WIDE® FOR 10' X 8' SEE DETAIL A 3' 22GA FOR 9' X 8' t! SEE DETAIL 8) 6 9 t IG* (SINGLE CAI 4' X IS' AIR VENTS. (2) REWD. SnLES NO 1M 60So. IN. WIN. OPEN AREA oPn0L im= (1 COLUMN) I 2422 3/5/02 KDD H 2413 1/25/02 G 2137 2/9/00 F 1549A 5/14/96 E 1549 D 1449 9-8-95) C 1377 11/18/94 RL B 1373 11/02/94) RL A 1336 3/3/94 REV.I E.C.N. 1 DATE: J APPROV. C q e. 8 N 8 P. O. BOX 13858 T7 { MAUMELLE. AR_ 0 1 tlV JLLVJI. oR 9.1^1.iN R 72113 501) 562- 1872 MODELS: 724, 426, 730, 735, 750. 550 DWG. WAS PART NAME 0 10199 AS WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 110 MPH, FBC 11O MPH FRAC.t 1/64 DEC. f .015 NEXT LEVEL DATE: DWG. NO. ANG.3 r 11-19-93 99-8-032 SCALE PLOT SCALE DRN. BY SHT 3 OF 3 NONE 1= 1 BH FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: ( Permitting Office: City, State pIW Permit Number: Owner: 1..o-tCxv Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, ifmulti -family 1 _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a *orst ease? No _ 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. Glass 4a.& type a. Clear - sir.le pane 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 W T a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIP -Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft2 _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:1 DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florida Energyhod . OWNER/AGENT: DATE: Review of the plans and ZIiE Srspecificationscoveredbythiso4 _ ATF calculation indicates compliance _- ',.o": e+ with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. CAD W? BUILDING OFFICIAL: PLANS I11EV ED DATE: MY OF 5Ak" FO D EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56,0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS i Residential Whole Building Performance Method A - Details I ADDRESS:,... PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I 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 = Points 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points F 1732.0 0.28 485.0 1732.0 0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 11 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 11759 4229 10495 26482 PASS tiO4 z1;E sTq , hrn O EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I 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 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRFSCRIPTIVF MFA141IRF4 /mnct ha mat nr avranrinrt by n 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 (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) r DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number ofunits, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Una Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) oi THE sT,9l in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. nrn VV O Builder Signature: Date: bs Address of New Home:- C , City/FL Zip:1W, -32'3 ZNO-1) NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar"'designation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information anda list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0. 4 Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY 11/16/98 Job # 1732 Wthr Orlando AP FI Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel, Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANS Make TRANS Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor. 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V1 3 . 0 .12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . b1d Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.8 AC/HR x 13856 Cu.Ft. x 0.0167= 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* is Summer Infiltration CFM 0.4 AC/HR x 13856 Cult. x 0.0167= 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 Summer TD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain F0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 I . Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SUmmerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: 01 MANUAL J: 7th Ed. RIGHT-J: V 3 . 0 . 12 SM 10315 Printout certified by ACCA to meet all requirements of Manual Form J C 1732 Job# 1732 Zone: Entire House 11/16/98 MAxII lAi ! 7!h PI RIGHTJ 3 0 12 S/N 10315 Name of Room Entire House BR 4 FAM LAUNDRY 2R3I Running Ft. Exposed Wall I 202 . 0 Ft. 29. 0 Ft. 41 . 0 Ft. 7. 0 Ft. Room Dimensions, Ft. 0.0 1. 13.5 x 12. 0 Ft. 20. 0 x 20. 0 Ft. 7. 0 .x 9. 0 Ft. 4 Ceiings, Ft Condit. Option 8. 0 1 heat/cool d 8. 0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 wrrx rrt 212 xrrr awat 112 wxra kawr 0 axr arxx Exposed b 12C 2.9 1.9 56 trww 0 t«« rank 56 0 Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 0.0 0 rfa awaw 0 wa+w ww* 0 aaww wrrx 0 rwaa axrr e 0.0 0.0 0 wxrw rtrr 0 kfki aw*a 0 r+wr rwt 0 rrff aswr f 0.0 0.0 0 a+k xxx 0 rwrx rfaf 0 rrst says 0 rxia sacs 6 Windows and a 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b 8C 37.0 54 1996 0 0 a« 0 0 k«a 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 ka 0 0 ft+f 0 0 rat 0 0 kkir 0 0 tits 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 275 361 400 678 890 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Btuh Loss=6+8..+11+12 26742 3003 4831 1152 14 Duct BtuhLoss 10% 2674 10/1 300 10"/, 483 10°/ 115 15 Total Bttlll Loss= 13+14 29416 3304 5314 1267 a+rr 16 Int. Gains: People n 300 6 1800 0 0 4 1200 0 0 Appl. a. 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain=7+8..+12+16 20803 1706 3900 1098 18 Duct Btuh Gain 10% 2060 10% 171 10/ 390 10°/ 110 19 Total RSH Gain=(17+18)*PLF 1.001 22883 1.00 1876 1. 00 4290 1.00 1208 120 I CFM Air Required I I 12001 12001 1 135I 98I I 2171 2251 r*** I 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 AJ AAIII AI 111. CA DTr.UP 1. 1 n t9 C/AI 1nZ1C 1 Name ofRootn BR 2 BR 3 M/BR M/BTH 2 Running Ft. Exposed Wall I 27 .0 Ft. 11 . 0 Ft 32. 0 Ft. 10. 0 Ft. 3 Room Dimensions, Ft. 13 . 0 x 12 . 0 Ft. 11 . 0 s 15. 0 Ft. 13.0 x 17.0 Ft. 10 . 0 s 15 . 0 R. 4 Ceiings, Ft Condit, Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 s+sr 88 rrs+ 256 ss 60 r+•+ ii Exposed b 12C 2.9 1.9 0 s«sr 0 srr 0 irrs is+ 0 r«sr rr++ Walls and c 13C 3.2 1.2 120 0 0 rsrr 0 s Partitions d 0.0 0.0 0 r*r+ 0 sis rsrr 0 rss s+rr 0 e 0.0 0.0 0 rr 0 ss« sr• 0 rr«r r 0 r+s f 0.0 0.0 0 r+r rsr• 0 rsr 0 ss«+ r•i 0 rrs r+ss 6 Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 3'7. 0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 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 ri 7 Windows and North 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 rsis 0 0 rssr 0 0 rrss 0 0 rrrs 0 SE/ SW 49.0 14 685 14 685 28 1370 8 413 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 l OD 14 .7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Willis and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 titions 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Id e0.0 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 2.2 156 265 347 165 280 367 221 375 492 150 254 334 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Il Floors a 22A 25.9 0.0 27 700 0 11 215 0 32 129 0 10 259 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 O 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subt0t Binh Loss=6+8..+11+12 2556 srr srrr 1759 r*• 3790 r++r r++ 1322 i*ss 14 Duct Btuh Loss 10°/ 256 106 176 10% 379 10°i132 15 Total Btult Loss= 13+14 2812 i**• r*»* 1935 4169 1454 16 Int. Gains: People ry 300 0 0 0 0 1 300 0 O Appl. [ t 1200 0 rrr 0 0 rsrs 0 0 rsrs 0 0 rrr 0 17 Subtot RSH Gain=7+8..+12+16 1425 1296 2737 ss** 933 18 Duct Mull Gain 10°/ 142 10/ 130 10% 274 10% 93 19 Total RSH Gain=(17+18)*PLF 1.00 1567 1 . 00 1425 1. 001 3011 1.00 1027 I20I CFM Air Required I I 1151 82I r**• I 791 751 I 1701 158 I 59I 541 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/ 98 AAAN"AI 1. 7H. rA Dint_!-r 1 3 0 17 Q/U !oil . JI Name of Room BTH KICTHEN DININGq2RuilningFt. Exposed Wall 0. 0 Ft. 31 .0 Ft. 14 . 0 Ft.Ft. Room Dimensions, Ft. 9.0 s 10. 0 Pt. 16.0 x 14.0 Ft. 19 . 0 18 . 0 Ft. x Pt. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Built Area Built Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Len6rth Htg Clg Lenbah Htg Clg Lenbah Hig Clg 5 Gross a 14C 2.5 1.1 0 w•»+ 248 r«#« 112 Exposed b 12C 2.9 1.9 0 0 0 r•rr rr r#»« Walls and c 13C 3.2 1.2 0 0 rarr 0 r rrr rr»» r«#r Palitions d 0.0 0.0 0 0 0 w e 0.0 0.0 0 0 ar## 0 r++r rr+« r ar f 0.0 0.0 0 rr# 0 r• 0 rr«r r#»« rr 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37. 0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0'*•« d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 t• 0 0 rt 0 0 r 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0**•• 0 0+"+* 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 8 Other doors a l0D 14.7 9. 9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 19 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0b c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss=6+8..+11+12 153 r+r r»»• 5704 sw« 2471 rr« rr rr 14 Duct Btuh Loss 101/1 15 10/1 570 10/1 247 15 Total Btull Loss = 13+14 168 6275 r#•# 2718 w r#•• 16 Int. Gains: People « 300 0 0 0 0 1 300 Appl. a 1200 0 0 1 r#»» 1200 0 r«« 0 trra 17 Subtot RSH Gain=7+8..+12+l6 200 5328 2180 r r«+ 18 Duct Built Gain 10% 20 10% 533 10°/ 218 19 Total RSH Gain=(17+18)•PLF 1..00 220 1 .00 5861 1 .00 2398 20 CFM Air Required 7 12 256 307 1 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA j' Job#: 1732 Filename: 1732.bld 11/16/98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 4- bath duct r PATI.Q w/Im-KOht tea/1 ds4 e r I2z12 Jwcd 10 MASTER 310 BEDROOM 4 Kl HE\ 4- 4g sI 112x6 lured 55 f. Lt l2x" saa AREEARA AOx 130Iwcd 9z IO3- bath d—f 4 fo J eap f 8- fOzIO Owed 225 6- FAMILY AOQy_ 6- 4 dryx duct f. f e apd- 9 0 sBED R. DEry d FOYER too Ivxd 00 F 4- IOrs loved 75 10z16 rap Os/ O rap BORY. 2 10. 9 1—d 85 lV to A 6- 1,3b tt F,13, ost have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r-6 insulation value. 0 Q C Rating z oLn r ao w m z a QFJODQafIn 11 J 00 0 0 MiTeke MiTek Industries Inc. 14515 North Outer Forty Drive, Suite 300 Chesterfield, MO 63017 USA July 3, 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 : I5008171 thru I5008189. Total: 19 drawings. Job DR1.7321) Builder D.R. HORTON Location BAKERS CROSSING County S EM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 19 Truss drawing. 2) Truss Index. July 3, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses included=19 0,"\DR1732D\a.tre" 15008171 1,"\DR1732D\a11.tre" 15008172 2,"\DR1732D\a13.tre" 15008173 3,"\DR1732D\a15.tre" . 1 5008174 4,"\DR1732D\a17.tre" 15008175 5,"\DR1732D\a19.tre" 15008176 6,"\DR1732D\a7.tre" 15008177 7,"\DR1732D\a9.tre" 15008178 8,"\DR1732D\ag1.tre" 15008179 9,'1DR1732D\ag2.tre" 15008180 10,"\DR1732D\b.tre" 15008181 11,"\DR1732D\bgab.tre" 15008182 12,"\DR1732D\cg.tre" 15008183 13,"\DR1732D\j.tre" 15008184 14,"\DR1732D\k.tre" 15008185 15,"\DR1732D\I.tre-' 1 5008186 16,'1DR1732D\nn.tre" 1 5008187 17,"\DR1732D\s.tre" 15008188 0,"\DR1732D\a2.tre" 15008189 June 9, 2003 WARNING - Ver{ fy daaign parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. ii:iiiittiiiiiii Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 '® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. M Symbols PLATE LOCATION AND ORIENTATION 1 3/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 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. erl= 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 LEFTTO RIGHT. 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. MiTeke TM PANEL CLIP FORM018,019 NN GAG -AIL HYORO,A/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ russ ype ty y 15008171 QR1732D A ROOF TRUSS 13 1 Job Reference (o tionaq sFebI e Industries, nc. onJun age 7-0-5 13-6-3 20-M 26-5-13 32-11-11 40-M 11-0-0 1-0-0 7-0-5 6-5-13 6-5-13 6-5-13 6-5-13 7-0-5 1-0-0 Scale = 1:75.6 5x6 = 5 . 6.00 F12 3x4 i 3x4 4 6 5x6 5x6 3 7 of 2 S 9 r BE 1v 0 0 3x6 = 14 13 12 11 10 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-4 20-0-0 29-8-12 40-M 10-3-4 9-8-12 9-8-12 10-3-4 Tate Offsets ( -1 -1- -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.21 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 12-14 >890 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2=1952/0-8-0, 8 = 1952/0-8-0 Max Horz 2=-229(load case 5) Max Uplift2=-801(load case 4), 8=-801(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2881, 4-5=-2025, 5-6=-2025, 6-7=-2881, 7-8=-3208, 8-9=17 BOT CHORD 2-14=2833, 13-14=2353, 12-13=2353, 11-12=2353, 10-11 =2353, 8-10=2833 WEBS 3-14=-374, 4-14=520, 4-12=-786, 5-12=1331, 6-12=-786, 6-10=520, 7-10=-374 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. rtor. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpecHkatlon, and HIB-91 MiTek® Handling Installing and Bracing Rocommondation available from Truss Rate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc other. a:3. WEBS J5 Place plates on each face of truss at each ForFor 4 x 2 orientation, locate 3 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O at joint locations. truss and vertical web. 00 a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4000 continuous lateral bracing. BEARING Vn,4 Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND.CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! @ MiTek® HYDRO;A/R O 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job I russ Iruss lype ty y 15008172 0.91732D A11 ROOF TRUSS 1 1 Job Reference (o tional) s e d e n ustrles, nc. on un age 1-0- 5-9-4 11-0-0 17-M 23-0-0 29-" 34-2-12 40-M 41-0i 1-" 5-9-4 5-2-12 6-0-0 6-M 6-M 5-2-12 5-9-4 1-" Scale = 1:70.3 5x6 = 5x6 = 5x6 = 3x4 = 4 5 6 7 6.00 12 2x4 2x43c? o_ 2 9 10Iv a o 3x8 = 15 14 13 12 11 3x8 = 3x8 = 3x6 = 3x4 = 3x6 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 _ 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets ( ): -4-1 -1- ], 4: - - 1,[9:0-4-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.26 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.52 11-13 >908 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 6-11 REACTIONS (lb/size) 2=1952/0-8-0, 9 = 1952/0-8-0 Max Horz 2=-137(load case 5) Max Uplift2 = -706(load case 4), 9=-706(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3258, 3-4=-2891, 4-5=-2607, 5-6=-3212, 6-7=-2607, 7-8=-2891, 8-9=-3258, 9-10=17 BOT CHORD 2-15=2868, 14-15=3165, 13-14=3165, 12-13=3165, 11-12=3165, 9-11 =2868 WEBS 3-15=-319, 4-15=871, 5-15=-768, 5-13=101, 6-13=101, 6-11 =-768, 7-11 =871, 8-11 =-319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mpht h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 r ti WARNING - VerVy design parameters and READ NOTES ONTSIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. APPIIbability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommondatlonavailable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c2 c o WEBS J5 Q 0cr 0 O 0 a ce c7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 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! MiTeke TM PANEL CLIP FORM018,019 cAN6- ® MYQQO'Q® 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. 1993 Mitek Holdings, Inc. 4:. Job russ russ ype ty y HORTON 15008173 DR1732D A13 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e Industries, nc. onJun age 11:24 6-94 13-0-0 20-0-0 27-M 33-2-12 40-M 41-0-0 1-0-0 6-9-4 6-2-12 7-0-0 7-0-0 6-2-12 6-9-4 1-0-0 Scale = 1:70.3 5x6 = 2x4 5x6 = 4 5 6 6.00 12 2x4 Q 2x4 3 7 0 2 8 1 9 M Io 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-34 20-" 29-8-12 40-" i 10-3-4 9-8-12 9-8-12 10-3-4 Plate Offsets -4-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.22 12 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.54 12-14 >880 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-157(load case 5) Max Uplift2 = -732(load case 4), 8=-732(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3225, 3-4=-2887, 4-5=-2773, 5-6=-2773, 6-7=-2887, 7-8=-3225, 8-9=17 BOT CHORD 2-14=2847, 13-14=2396, 12-13=2396, 11-12=2396, 10-11 =2396, 8-10=2847 WEBS 3-14=-363, 4-14=481, 4-12=517, 5-12=-511, 6-12=517, 6-10=481, 7-10=-363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2601; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 ti WARNING - Vsr{ fy design parameters and READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE. —® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component.is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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. Numbering System J2 J3 J4 TOP CHORDS c2 c QNWEBS JS o _ o u crUO d 1ti u UO ce c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeke TM PANEL CLIP FORM018,019 GANG -NAIL ® Hy0j70,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 /4 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 15008174 BR1732D A15 ROOF TRUSS 1 1 Job Reference (o tional) ArCU- - SFebI e n ustrieS, nC. on un age i1-0-0 7-9-4 15-0-0 20-" 25-0-0 32-2-12 40-0-0 41-0-0ri 1-" 7-9-4 7-2-12 5-0-0 5-0-0 7-2-12 7-9.4 1-0-0 Scale = 1:70.4 5x6 = 3x4 = 5x6 = 6.00 12 4 5 6 5x6 i 5x6 3 7 M0 r; 2 8 1 9 Im0 3x6 = 13 12 11 10 3x6 = 2x4 11 5xa = 5x8 = 2x4 11 7-9-4 15-0-0 25-0-0 32.2-12 40-" 7-9-4 7-2-12 10-0-0 7-2-12 7-9-4 Plate Offsets -1 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.20 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.56 11-12 >845 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20, TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 7-11 REACTIONS (lb/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-178(load case 5) Max Uplift2 = -755(load case 4), 8=-755(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2520, 4-5=-2253, 5-6=-2253, 6-7=-2520, 7-8=-3208, 8-9=17 BOT CHORD 2-13=2838, 12-13=2835, 11-12=2373, 10-11 =2835, 8-10=2838 WEBS 3-13=147, 3-12=-665, 4-12=676, 5-12=-217, 5-11 =-217, 6-11 =676, 7-11 =-665, 7-10=147 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 755 lb uplift at joint 2 and 755 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®r_ e Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applloablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of InddNldual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delNery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. Ye„ 0 Q 0 For 4 x 2 orientation, locate plates/a" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 a at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM016,019 GANG-hWL ® HYORO„4/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y 15008175 QR1732D A17 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e Industries, nc. on un age 1-0-Q 6-0-5 11-6-3 17-M 23-M 28-5-13 33-11-11 40-0-0 g1-0-p 1-0-0 6-0-5 5-5-13 5-5-13 6-0-0 5-5-13 5-5-13 6-0-5 1-" Scale = 1:70.3 5x6 = 5x8 = 5 6 6.00 12 3x4 i 3x4 4 7 5x6 i 5x6 -Z, M6 3 8 m 2 9 1 10Iro 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 3x6 = 8-9-4 17-0-0 23-M 31-2-12 40-" 8-9-4 B-2-12 6-0-0 8-2-12 8-9-4 Plate Offsets -4-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.20 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.41 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1952/0-8-0, 9=1952/0-8-0 Max Horz 2=198(load case 4) Max Uplift2 = -775(load case 4), 9=-775(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3292, 3-4=-3025, 4-5=-2314, 5-6=-2078, 6-7=-2314, 7-8=-3025, 8-9=-3292, 9-10=17 BOT CHORD 2-16=2901, 15-16=2526, 14-15=2526, 13-14=2078, 12-13=2526, 11-12=2526, 9-11 =2901 WEBS 3-16=-287, 4-16=419, 4-14=-657, 5-14=612, 6-14=-0, 6-13=612, 7-13=-657, 7-11 =419, 8-11 =-287 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Ilq— WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. rossss Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bricing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuit GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-71 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. J2 J3 J4 TOP CHORDS cz c 0 WEBS IJcO _ 0 a aMOac8ac BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 r"oro6-wa ® HYDRO AIR ® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 1V Job russ I russ I ype ty y 15008176 DR1732D A19 ROOF TRUSS 1 1 Job Reference (o tional) sFebi e n ustries, nc. on un age 0-0 6-8-5 12-10-3 19-0-0 , 21-0-027-1-13 i 33-3-11 40-0-0 11-0-1 I1- 0-06-M 6-1-13 6-1-13 2-0-0 6-1-13 6-1-13 6-8-5 1-" Scale = 1:78.7 5x6 = 5x6 = 5 6. 00 12 6 3x4 i 3x4 4 7 5x6 i 5x6 M 03 8 m n1 2 9 10n Io 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9- 9-4 19-" 21-" 30-2-12 40-" 9- 9-4 9-2-12 2-0-0 9-2-12 9-9-4 Plate Offsets ( -1 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.29 11-13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.50 11-13 >950 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 216 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS ( lb/size) 2=1952/0-8-0, 9=1952/0-8-0 Max Horz 2=-218(load case 5) Max Uplift2=-794(load case 4), 9=-794(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-3433, 3-4=-3113, 4-5=-2244, 5-6=-1921, 6-7=-2244, 7-8=-3113, 8-9=-3433, 9-10=35 BOT CHORD 2-16=2946, 15-16=2459, 14-15=2459, 13-14=1921, 12-13=2459, 11-12=2459, 9-11 =2946 WEBS 3-16=-373, 4-16=539, 4-14=-787, 5-14=667, 6-13=667, 7-13=-787, 7-11 =539, 8-11 =-373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 794 Ib uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic#45 61 MiTek Industries, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - Ver(& design paramsters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be _ installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 10* 13/. *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 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of Q. truss and vertical web, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dinTension 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" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® 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 o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM0,1;8;01:9 r9; HYDRO-AW N Job russ russ ype ty Ply RR1732D A7 ROOF TRUSS 1 2 15008177 Job Reference (o tionaq sFebI e Industries, nc. on un age iI -0-03-9-4 7-M 13-6-14 20-0-0 26-5-2 33-0-036-2-12 1 40-0-0 41-0-p 11-" 3-9-4 3-2-12 6-6-14 6-5-2 6-5-2 6-6-14 3-2-12 3-9-4 1-" Scale = 1:70.3 5x8 = 5x8 = 4x6 = 7x8 = 4x6 = 6. 00 12 4 5 6 7 8 2x4 x4 2i3 9 c 6 2m 10 1 11Io 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0- 0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 7-0- 0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets - 1 -4- -4-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.37 Vert(LU 0.49 14 >958 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.68 14-15 >691 BCLL 0. 0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.20 10 n/a BCDL 10. 0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 444 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 5-1-10 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. BOT CHORD 2 X 4 SYP. No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.2D REACTIONS (lb/ size) 2=3876/0-8-0, 10=3876/0-8-0 Max Horz 2=-95(load case 5) Max Uplift2=- 1941(load case 3), 10=-1941(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7309, 3-4=-7330, 4-5=-10269, 5-6=-11434, 6-7=-11434, 7-8=-10269, 8-9=-7330, 9-10=-7309, 10-11= 17 BOT CHORD 2-16=6370, 15-16=6610, 14-15=10269, 13-14=10269, 12-13=6610, 10-12=6370 WEBS 3-16=238, 4-16=696, 4-15=4146, 5-15=-1683, 5-14=1324, 6-14=-991, 7-14=1324, 7-13=-1683, 8-13=4146, 8-12=696, 9-12=238 NOTES 1) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1941 lb uplift at joint 2 and 1941 lb uplift at joint 10. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b`up at 7-0- 0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=- 154.2, 8- 11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (lb Junaidie Budiman, FL Lic #45 If Vert: 16=-603.2 12=-603.2 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VerM design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brliclng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-BB Qualify Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties.. s F TOP CHORDS 2. Cut members to bear tightly against eachcz7 other. Q WEBS J5 3. Place plates on each face of truss at each ForFor 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c O at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I14 length(' 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, IPI TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORMOl B4O19 HYORD.AIR O V.GANG'NAIL Job russ russ ype ty y 15008178 CL91732D A9 ROOF TRUSS 1 1 Job Reference to tional) sFebI e Industries, nc. on un age 4-9-4 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-12 40-M 41-0-011-0-Q 1.0-0 4-9-4 4-2-12 5-6-0 5-6-0 5-6-0 54i-0 4-2-12 4-9-4 1-0-0 Scale = 1:70.3 5x6 = 5x6 = 3x4 = 5x6 = 3x4 = 6.00 12 4 5 6 7 8 2x4 2x4 i 3 9 00 2 a 10 c t 111, 7 3x8 = 17 16 15 14 13 12 3x8 -- 3x8 = 3x6 = 3x4 = 3x8 = 3x4 = 3x6 = 9-M 16-4-0 23-8-0 31-0-0 40-M 9-0-0 7-4-0 7-4-0 7.4-0 9-M Plate Offsets -1[10:0-4-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) -0.32 15 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.57 14-15 > 827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.18 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2=1952/0-8-0, 10=1952/0-8-0 Max Horz 2=-116(load case 5) Max Uplift 2 = -689(load case 3), 10=-689(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3335, 3-4=-3068, 4-5=-2774, 5-6=-3797, 6-7=-3797, 7-8=-2774, 8-9=-3068, 9-10=-3335, 10-11=17 BOT CHORD 2-17=2925, 16-17=3657, 15-16=3657, 14-15=3961, 13-14=3657, 12-13=3657, 10-12=2925 WEBS 3-17=-206, 4-17=1006, 5-17=-1160, 5-15=376, 6-15=-261, 6-14=-261, 7-14=376, 7-12=-1160, 8-12=1006, 9-12=-206 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 689 lb uplift at joint 2 and 689 lb uplift at joint 10. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 F MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. sonw Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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. Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS J5 0 0 O 0FL_N ce ccs BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 11 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, MI! MiTeke PANEL TM CLIP FORM018, 019 GANGNAIL ® HYORO,A/R® 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. 1993 Mitek Holdings, Inc. Job russ russ ype ty y 15008179 EIR1732D AG1 ROOF TRUSS 1 1 Job Reference (0 tiona) s e I e n ustrles, nc. on un age 11-04 7-1-5 13-6-0 20-" 21-6-0 27-513 33-5-11 I 40.0-0 41-04' 1-" 7-1-5 6-4-11 6-6-0 1-6-0 5-11-13 5.11-13 6-6-5 1-M Scale = 1:71.6 5x12 II 5 4x6 6.00 12 6 4x6 i 3x4 4 7 5x6 i 3 II 5x6 3 II 3 8 5x12 = 16 7x8 — v 6x8 = v 49 m 2 i t ® 9 90Iq 0 5x10 = 0 3%6 = 3x6 = 18 14 13 12 11 Sx8 = 2.50 F12 6-11-0 13-6-0 19-0-0 21-6-0 27-5-13 33-5-11 40-0-0 6-11-0 6-7-0 5-6-0 2-6-0 5-11-13 5-11-13 6-6-5 Plate Offsets e , -1-4 ,[20:0-3-12,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) 0.12 2-20 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.18 2-20 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.03 16 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 686/0-8-0, 16 = 2444/0-4-0, 9 = 817/0-8-0 Max Horz 2=228(load case 4) Max Uplift2 = -345(load case 4), 16=-848(load case 4), 9=-533(load case 5) Max Grav 2=721(load case 6), 16=2444(load case 1), 9=956(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=30, 2-3=-1130, 3-4=256, 4-5=1365, 5-6=1019, 6-7=684,'7-8=-440, 8-9=-1082, 9-10=34 BOT CHORD 2-20=932, 19-20=823, 18-19=21, 17-18=41, 4-17=367, 16-17=-128, 15-16=-568, 13-15=103, 6-15=461, 13-14=0, 12-13=4, 11-12=862, 9-11 =865 WEBS 3-19=-211, 17-19=1058, 3-17=-1069, 4-16=-1067, 5-16=-1383, 6-16=-581, 12-15=393, 7-15=-853, 7-12 =173, 8-12 = -642, 8-1 1 =151 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 MII20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2, 848 lb uplift at joint 16 and 533 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 i MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNUNO - VerM design parameters and READ NOTES ON THUS AND REVERSE SIDE BEFORE USE. siiiiiiiii_ Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 8 securely seat. J2 J3 J4 owner and all other interested parties.. F 4 TOP CHORDS 2. Cut members to bear tightly against each14C273 other. cr WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz , a ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 O a is _ at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chord splices I14 length(+ 6" fromC8C, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 ce.NG- ® HYORO,AZR® Job russ russ ype ty y 15008180 D;g1732D AG2 ROOF TRUSS 1 1 Job Reference to tional) s e I e n ustrres, nc. on Junage r-1-0-01 6-11-0 13-6-0 1 1 20-6-0 1.0-0 6-11-0 6-7-0 1-5-0 5-7-0 1-" 4x8 I I Scale = 1:50.5 2x4 11 6.00 12 2x4 II 5 2x4 II 4 2x4 11 5x6 i 6 MIv 0 3 5x12 = 2x4 11 3x4 = 4xl2 II I 2x4 2XAI r4 I Q O 2x4 II 9 2x4 11 0 0 2 01 5 2x4 3x4 9 2.50 12 2X4 11 2x4 II 6-11-0 13-5-4 1315-0 19-2-0 20-6-0 6-11-0 6-6-4 0-0-12 5-8-0 1-4-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.05 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Veft(TL) -0.12 2-10 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.83 HorzITL) 0.04 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 137 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-8 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 8 SYP No.2ND REACTIONS (lb/size) 2 = 689/0-8-0, 9 =101 1 /0-8-0, 6 = 372/0-8-0 Max Horz 2=369(load case 4) Max Uplift 2 = -278(load case 4), 9=-482(load case 4), 6=-214(load case 5) Max Grav 2=689(load case 1), 9=1011(load case 1), 6=396(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-933, 3-4=214, 4-5=214, 5-6=-14, 6-7=20 BOT CHORD 2-10=838, 9-10=0, 8-9=-946, 4-8=-293, 6-8=13 WEBS 3-10=-158, 8-10=945, 3-8=-1040, 5-8=-397 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2, 482 lb uplift at joint 9 and 214 lb uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 1t WARNING - Ve jy design parameters and READ NOTES ONTMS AND REVERSE SME BEFORE USE. Design valid for use only with Mrek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 44 Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. IA„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 cr joint and embed fully, Avoid knots and wane o 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeko TM CLIP FORM018,019 GLANG-NtuL HYORO,A/RO 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. c Job russ russ ype ty y 15008181111`11732D B ROOF TRUSS 1 1 Job Reference (o tional) s e d eInd*strles, nc. on un age 1 5-2-12 1 10-4-0 15-5-4 21-1-0 22-1:9_ii 5-2-12 5-1-4 5-1-4 5-7-12 1-0-0 Scale = 1:39.0 4x6 = 3 6.00 12 2x4 \\ 2x4 2 4 1 5 6 Io 3x8 I 3x4 = 8 7 3x4 = 3x4 = 5x6 = 6-11-3 13-8-13 21-1-0 6-11-3 6-9-11 7-4-3 Plate Offsets e, - - -1 e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) -0.05 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 1=972/0-1-8,5=1076/0-8-0 Max Horz 1=-144(load case 5) Max Uplift =-377(load case 4), 5=-460(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1475, 2-3=-1276, 3-4=-1290, 4-5=-1493, 5-6=17 BOT CHORD 1-8=1290, 7-8=908, 5-7=1314 WEBS 2-8=-278, 3-8=439, 3-7=463, 4-7=-300 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1 . 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 1 and 460 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, FL Lic#45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 t rti WARNING - Verify design parameters and READ NOTES ONTRZS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties,, 4 TOP CHORDS 2. Cut members to bear tightly against eachcac3 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz , ; Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of 0 O a _ at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chord splices I/4 length(+ 6" fromatpanel adjacent joint.) C6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 LNG :>/YDRO.AIR ® 6' Job russ russ ype ty y HORTON 15008182 DJ31732D BGAB ROOF TRUSS 1 1 Job Reference (o tiona 11 sFebI e Industries, nc. onJunage e 1-M 10-9-0 21-6-0 22-6-0 1-0-0 10-" 10-9-0 1-0-0 Scale = 1:39.2 4x6 = 7 2x4 II 2x4 11 6 8 6.00 F12 2x4 II 2x4 I1 5 9 2x4 I I 2x4 II 4 10 2x4 11 2x4 II 3 11 1220181181Hl1 1310 3x4 - 22 21 20 19 '19 17 16 15 14 3x4 = 2x4 2x4 11 2x4 11 2x4 11 5x6 = 2x4 11 2x4 11 2x4 11 2x4 11 21-6-0 21-6-0 Plate Offsets 1 1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.00 13 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udell = 360 Weight: 1 1 1 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 212/21-6-0, 18=172/21-6-0, 19=187/21-6-0, 20=192/21-6-0, 21 = 171/21-6-0, 22 = 241 /21-6-0, 17=187/21-6-0, 16 = 192/21-6-0, 1 5 = 171 /21-6-0, 14 = 241 /21-6-0, 12 = 212/21-6-0 Max Horz 2=-134(load case 5) Max Uplift 2 = -65(load case 4), 19=-111(load case 4), 20=-121(load case 4), 21=-109(load case 4), 22=-143(load case 4), 17=-108(load case 5), 16=-122(load case 5), 15=-109(load case 5), 14=-142(load case 5), 12=-90(load case 5) Max Grav 2=2120oad case 1), 18=172(load case 1), 19=193(load case 6), 20=192(load case 1), 21=171(load case 6), 22=241(load case 6), 17 = 193(load case 7), 16 = 1920oad case 1), 15 = 171(load case 7), 14 = 241(load case 7), 12 = 212(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=28, 3-4=-56, 4-5=-51, 5-6=-52, 6-7=-52, 7-8=-52, 8-9=-52, 9-10=-51, 10-11 =-56, 11-12=-65, 12-13=33 BOT CHORD 2-22 = 17, 21-22 =17, 20-21 =17, 19-20 = 17, 18-19 =17, 17-18 =17, 16-17 =17, 15-16 = 17, 14-15 =17, 12-14=17 WEBS 7-18=-132, 6-19=-147, 5-20=-151, 4-21 =-137, 3-22=-184, 8-17=-147, 9-16=-151, 10-15=-137, 11-14=-184 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ib uplift at joint 2, 111 Ib uplift at joint 19, 121 Ib uplift at joint 20, 109 Ib uplift at joint 21, 143 Ib uplift at joint 22, 108 Ib uplift at joint 17, 122 Ib uplift at joint 16, 109 Ib uplift at joint 15, 142 Ib uplift at joint 14 and 90 Ib uplift at joint 12. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Ddv Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 r rti AWARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btmcing of the overall structure is the responsibility of the building designer. For general guidance regarding tobrloation, quality control, storage, delivery, erectlon and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Tek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 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. Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 O orU; O a O ce cCr BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018, 019 QAf%IG-NAJL ® HYOROvA/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ Truss ype ty y HORTO 15008183 Oil732D CG ROOF TRUSS 1 1 Job Reference to tional) sFebi e industries, nc. on un age 6-11-0 13-10-0 14-10-0 i 1-0-0 6-11-0 6-11-0 1-0-0 Scale = 1:26.7 4x6 = 3 2x4 2x4 II 6.00 F12 2x4 11 2x4 11 6 0 4 A2 - 2x4 I 5x6 = 2x4 II i2x4II2x4II5Ia 2.50 12 3x4 = 3x4 = 6-11-0 13-10-0 r 6-11-0 6-11-0 Plate Offsets ( 11 : - - 1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.04 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.12 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) - 0.04 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=722/0-8-0, 4=722/0-8-0 Max Horz 2=-93(load case 5) Max Uplift2 = -321 (load case 4), 4=-321(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1057, 3-4=-1057, 4-5=15 BOT CHORD 2-6=950, 4-6=950 WEBS 3-6=519 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; fi=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 321 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 r WARNDYO - Verify design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - - designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac other. WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c o a _ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 114 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GAMr.-RAn. ® HyDRO,AIR Job russ russ ype ty y 15008184 DR1732D J ROOF TRUSS 14 1 Job Reference (optional) I s e I e Industries,Inc. on Jun age 1-0-0 7-0-0 3 Scale = 1:20.5 6.00 12 2 1 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.24 1 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 360 Weight: 24lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=233/Mechanical, 2=425/0-8-0, 4=66/Mechanical Max Horz 2=225(load case 5) Max Uplift 3 = -230(load case 5), 2=-127(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=87 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 230 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 t rti AWARMNO - Ver{jy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. — Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- designer. Bracing shown Is for lateral support of Individual web members only. Addltlonol temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installlns7 and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof c, Drive, Madison, W153719. MiTek Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cr 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB 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 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 401 continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 GANG -NAIL ® HYOIZO,A/R Job russ russ ype ty y 15008185 DR1732D K ROOF TRUSS 4 1 Job Reference to tional) sFebt e n ustrles, nc. onJun age t-0-0 5-0-0 1-0-0 5-0-0 3 Scale: 3/4"=1' 6.00 12 m N 2 t 4 2x4 — 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 > 210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 155/Mechanical, 2=336/0-8-0, 4 = 46/Mechanical Max Horz 2=164(load case 5) Max Uplift3 =-1 61 (load case 5), 2=-119(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=58 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Instaiied and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 1z 0 For 4 x 2 orientation, locate 7- plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeke z„q O FORM018,019 QANG "AJL ® HYDRO-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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ truss lype ty y 15008186 QR1732D L ROOF TRUSS 4 1 Job Reference to tionap sFebMiTek n ustnes, nc. onJun age 1- 0-0 3-0-0 1- 0-0 3-M Scale = 1:10.3 6. 00 F12 2 1 4 I 2,,4 — 3-M 3- 0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 69/Mechanical, 2=254/0-8-0, 4 = 26/Mechanical Max Horz 2=103(load case 5) Max Uplift3 = -91 (load case 5), 2=-118(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 118 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNDYO - Ve ftdesign parameters and READ NOTES ON Tms AND REVERES SIDE BEFORE use. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding tobrlaatlon, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA. 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M] I MiTeke e pa 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 cc joint and embed fully, Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 -Q-'" L ffyORO.A/R® Job I russ I russ Iype ty y 15008187 EIR1732D M ROOF TRUSS 4 1 Job Reference to tional) s e t e n ustrles, nc. on un 09age 3 1-0.0 1-0-0 1-0-0 Scale = 1:5.9 6.00 12 2 0 4 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = -1 7/Mechanical, 2=179/0-8-0, 4 = 9/Mechanical Max Horz 2=55(load case 4) Max Uplift3 = -23(load case 5), 2=-119(load case 4) Max Grav 3=28(load case 4), 2=179(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 23 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNDYO - VsrM design parameters and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrIcation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Speclfloation, and HIS-91 Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property e securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachC1other. a: WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 , 3 Q joint and embed fully, Avoid knots and wane plates/e" from outside edge of V d O at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords lices I P at /4 length(+ 6" fromC, 0 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, 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, MiTeke TM PANEL CLIP FORM018,019 A"'aL HYORO,A/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 k• ,o .f, Job Truss Truss Type Qty Ply D R HORTON 15008188 R1732D S ROOF TRUSS 2 1 Job Reference (optional) A CU-SPAN-DH, LONGWOOD, FL 5.000 s Feb 6 2003 MiTek Industries, Inc. Mon Jun 09 14:34:14 2003 Page a.. 1-5-0 5.2-5 i 9-10-13 r 1-5-0 5-2-5 4-8-7 4 1:20.2IyScale 4.24 12 3x4 3 14ri 2 6 72x4 11 6 5 3x4 = 2x4 = 5-2-5 9-10-13 r —i 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 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 9-7-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=312/Mechanical, 2=515/0-11-5, 5=426/Mechanical Max Horz2=280(load case 2) Max Uplift#=-277(load case 5), 2=-192(load case 2), 5=-138(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=29, 2-8=29, 2-3=-935, 3-4=76 BOT CHORD 2-7=854, 6-7=854, 5-6=0 WEBS 3-7=167, 3-6=-931 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.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 277 lb uplift at joint 4, 192 lb uplift at joint 2 and 138 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to4=-183.1, 2=-1.7-to-5=49.5 Junaidie Budiman, FL Lic #45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - V*Wy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual bulling component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Soldesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent IoNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION IS-1 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, All 8„ T cc 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb, r- 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 4011, 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 FORM018,019 GANG -NAIL ® HYDRO AIR Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, as 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. V/., 4 Job Truss Truss Type Qty Ply D R HORTON 15008189 DW732D A2 ROOF TRUSS 2 1 Job Reference (optional) A CU-SPAN-DH, LONGWOOD, FL, TIM 5.100 s May 30 2003 MiTek Industries, Inc. Mon Jun 09 10:53:11 2003 Page f 11-0-Q 7-1-5 i 13-2-0 20-0-0 ,21.6-0 27-5.13 1 33-5.11 i 40-0-0 41-0 1-0-0 7-1-5 6.0-11 6-10-0 1-6-0 5-11-13 5-11-13 6.6-5 1-0-0 Scale = 1:71.5 5x6 — 5 4x6 6.00 12 6 4x6 G 3x4 1 4 7 5x6 i 5x6 3 8 5x12 = 165x12 — 15 6x8 = 0coa 0 01 2 M91 9 10 Ic? T ofO 0 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 II 2x4 II 5x8 = 2x4 II 6-11-0 13-2-0 19-M 21-6-0 27-5-13 33-5-11 40-M 6-11-0 6-3-0 5-10-0 2-6-0 5-11-13 5-11-13 6-6-5 Plate Offsets X Y : 3:0-3-0 0-3-0 , 8:0-3-0,0-3-0 12:04-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.08 2-19 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.06 1 >299 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 253lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 16=2432/0-4-0, 9=823/0-8-0, 2=693/0-8-0 Max Horz2=-229(load case 5) Max Upliftl6=-841(load case 4), 9=-540(load case 5), 2=-349(load case 4) Max Grav16=2432(load case 1), 9=961(load case 7), 2=724(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-781, 3-4=-115, 4-5=1338, 5-6=993, 6.7=657, 7-8=-452, 8-9=-1094, 9-10=34 BOT CHORD 17-18=45, 4-17=440, 16-17=77, 15-16=-547, 13-15=103, 6-15=463, 13-14=0, 12-13=4, 11-12=873, 9-11=877, 2-19=592, 18-19=10 WEBS 3-19=-346, 3-17=-608, 4-16=-1225, 5-16=-1392, 6-16=-560, 12-15=408, 7-15=-841, 7-12=164, 8-12=-641, 8-11=151, 17-19=784 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp 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 841 lb uplift at joint 16, 540 lb uplift at joint 9 and 349 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 r rti WARNING - V.Wy deilgn pa rametem and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachTcac3 other. o WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a ; joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o a u at joint locations. truss and vertical web. o a o 4, Unless otherwise noted, locate chordsp' laces at I14 panel length(+ 6" from adjacent joint.) C, 06 BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-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 dirrrension is the length parallel grade specified. toslots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, TM PA erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIPNEL FORM018,019 Na ^'°' HYDRD.A#RO 1 1 21-6- 0 I 0 I Ln In 14-0-0 BRG, IN ENTRY 4-8-0 ._ 13-10- IP R r, i h O: ALL BEARING WALLS TO BE PLACED _j L_ 1 PLY HGR. , CTI (E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. J LS 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS1 L- - - — - - WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1732F oa o DATE: 7-5-01 PITCH: 6ABRG: OAD: SHINGLES 407-321-1440 CU SPAN CUSTOMER: D.R. HORTON 0/H: 12" BY: T,H JOB NAME: 1732 "F" ELEV. oca b. E.L .V. J%.140 .